National Tunnel Inspection Standards, 46117-46140 [2013-17875]
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Vol. 78
Tuesday,
No. 146
July 30, 2013
Part III
Department of Transportation
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Federal Highway Administration
23 CFR Part 650
National Tunnel Inspection Standards; Proposed Rule
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Federal Register / Vol. 78, No. 146 / Tuesday, July 30, 2013 / Proposed Rules
DEPARTMENT OF TRANSPORTATION
Federal Highway Administration
23 CFR Part 650
[Docket No. FHWA–2008–0038]
RIN 2125–AF24
National Tunnel Inspection Standards
Federal Highway
Administration (FHWA), Department of
Transportation (DOT).
ACTION: Supplemental Notice of
Proposed Rulemaking (SNPRM).
AGENCY:
The FHWA is proposing the
National Tunnel Inspection Standards
(NTIS) for highway tunnels. The FHWA
previously proposed the NTIS in a
notice of proposed rulemaking (NPRM)
published in the Federal Register on
July 22, 2010. On July 6, 2012, the
President signed the Moving Ahead for
Progress in the 21st Century Act (MAP–
21), which requires the Secretary to
establish national standards for tunnel
inspections. The MAP–21 requires that
NTIS contain a number of provisions
that were not included in the proposal
set forth in the earlier NPRM. As a
result, FHWA is issuing this SNPRM to
request comment on a revised NTIS
proposal that incorporates the
provisions required by MAP–21. This
SNPRM proposes requirements for
tunnel owners, including the
establishment of a program for the
inspection of highway tunnels,
maintenance of a tunnel inventory,
reporting of the inspection findings to
FHWA, and correction of any critical
findings identified during these
inspections.
DATES: Comments must be received on
or before September 30, 2013. Late-filed
comments will be considered to the
extent practicable.
ADDRESSES: Mail or hand deliver
comments to: Docket Management
Facility, U.S. Department of
Transportation, 1200 New Jersey
Avenue SE., Washington, DC 20590, or
submit electronically at https://
www.regulations.gov, or fax comments
to (202) 493–2251. All comments should
include the docket number that appears
in the heading of this document. All
comments received will be available for
examination and copying at the above
address from 9 a.m. to 5 p.m., e.t.,
Monday through Friday, except Federal
holidays. Those desiring notification of
receipt of comments must include a selfaddressed, stamped postcard or may
print the acknowledgment page that
appears after submitting comments
electronically. Anyone is able to search
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SUMMARY:
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the electronic form of all comments in
any one of our dockets by the name of
the individual submitting the comment
(or signing the comment, if submitted
on behalf of an association, business, or
labor union). You may review the U.S.
Department of Transportation’s (DOT)
complete Privacy Act Statement in the
Federal Register published on April 11,
2000 (Volume 65, Number 70, Pages
19477–78), or you may visit https://
DocketsInfo.dot.gov.
FOR FURTHER INFORMATION CONTACT: Mr.
Jesus Rohena, Office of Bridge
Technology, HIBT–10, (202) 366–4593;
Mr. Joey Hartmann, Office of Bridge
Technology, HIBT–10, (202) 366–4599;
or Mr. Robert Black, Office of the Chief
Counsel, HCC–30, (202) 366–1359,
Federal Highway Administration, 1200
New Jersey Ave. SE., Washington, DC
20590.
SUPPLEMENTARY INFORMATION:
Electronic Access and Filing
This document, the advance notice of
proposed rulemaking (ANPRM), NPRM,
and all comments received may be
viewed online through the Federal
eRulemaking portal at https://
www.regulations.gov. The Web site is
available 24 hours each day, 365 days
each year. An electronic copy of this
document may also be downloaded by
accessing the Office of the Federal
Register’s home page at: https://
www.federalregister.gov.
Executive Summary
I. Purpose of the Regulatory Action
This regulatory action seeks to
establish national standards for tunnel
inspections consistent with the
provisions of MAP–21, which includes
requirements for establishing a highway
tunnel inspection program, maintaining
a tunnel inventory, and reporting to
FHWA of inspection results and, in
particular, critical findings, meaning
any structural or safety-related
deficiencies that require immediate
follow-up inspection or action. The
NTIS proposed in this SNPRM apply to
all structures defined as highway
tunnels on all public roads, on and off
Federal-aid highways, including tribally
and federally owned tunnels.
Routine and thorough inspections of
our Nation’s tunnels are necessary to
maintain safe tunnel operation and
prevent structural, geotechnical, and
functional failures. In addition, data on
the condition and operation of our
Nation’s tunnels is necessary in order
for tunnel owners to make informed
investment decisions as part of an asset
management program for maintenance
and repair of their tunnels. Recognizing
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that the safety and security of our
Nation’s tunnels are of paramount
importance, Congress declared in MAP–
21 that it is in the vital interest of the
United States to inventory, inspect, and
improve the condition of the Nation’s
highway tunnels. As a result of this
declaration and the authority
established by MAP–21 in 23 U.S.C.
144, FHWA is proposing the NTIS.
II. Summary of the Major Provisions of
the Regulatory Action in Question
The NTIS proposes the establishment
of a national tunnel inventory; routine
inspections of tunnels on all public
roads, on and off Federal-aid highways,
including tribally and federally owned
tunnels; written reports to FHWA of
critical findings, as defined in 23 CFR
650.305; training for tunnel inspectors;
a national certification program for
tunnel inspectors; and the timely
correction of any deficiencies.
Section 650.503 describes the
applicability of the proposed NTIS as
authorized by MAP–21.
Section 650.507 describes the
organizational requirements associated
with successful implementation of the
proposed NTIS. Tunnel inspection
organizations would be required to
develop and maintain inspection
policies and procedures, ensure that
inspections are conducted in
accordance with the proposed
standards, collect and maintain
inspection data, and maintain a registry
of nationally certified tunnel inspection
staff.
Section 650.509 proposes certain
minimum qualifications for tunnel
inspection personnel. A Program
Manager would, at a minimum, be a
registered Professional Engineer (P.E.),
have 10 years of tunnel or bridge
inspection experience, and be a
nationally certified tunnel inspector.
The Team Leader would be a registered
P.E. and a nationally certified tunnel
inspector. This section also describes
the proposed requirements for national
certification of inspection staff.
Section 650.511 proposes a minimum
inspection frequency of 24 months for
routine tunnel inspections. An owner
would be permitted to increase or
decrease the frequency of inspection of
particular components based on the age,
condition, or complexity of those
components.
Section 650.513 proposes the
establishment of a statewide, Federal
agencywide, or tribal governmentwide
procedure to ensure that critical
findings, as defined in 23 CFR 650.305,
are addressed in a timely manner.
Owners would be required to notify
FHWA within 24 hours of identifying a
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critical finding and the actions taken to
resolve or monitor that finding. This
section also discusses proposed
inspection procedures for complex
tunnels, load rating of tunnels, quality
assurance/quality control procedures,
and the inspection of functional
systems.
Section 650.515 defines certain
inventory data information to be
collected and reported for all tunnels
subject to the NTIS within 120 days of
the effective date of this proposed rule.
This data would be used to create a
national inventory of tunnels that would
result in a more accurate assessment
and provide the public with a more
transparent view of the number and
condition of the Nation’s tunnels.
III. Costs and Benefits
The FHWA only has limited data
regarding the number of highway
tunnels in the Nation, the frequencies at
which those tunnels are inspected, and
the costs associated with their
inspection. The FHWA received some
data from a 2003 informal survey FHWA
conducted of tunnel owners.1
Throughout this SNPRM, FHWA relies
on the data received from that survey in
order to develop estimates of the costs
and benefits of this rulemaking. The
FHWA expects that there may be some
tunnels that could be covered by the
expanded scope of this rulemaking that
were not included in the survey’s
limited data set; however, we believe
that those tunnels would only be a
fraction of the total cost and that the
2003 survey data provide a sufficient
basis for FHWA’s analysis throughout
this SNPRM. We seek specific comment
on this issue.
The FHWA expects that the overall
increase in tunnel inspection costs
across the Nation will be modest, as the
vast majority of tunnel owners already
inspect at the 24-month interval
required by the NTIS. The FHWA does
not have any information regarding the
cost of fixing critical findings that are
uncovered as a result of provisions in
this rulemaking. Based on current data,
only two tunnel owners, that together
own 15 tunnels (bores), would be
required to increase their current
inspection frequency as a result of the
requirements proposed in this SNPRM.
The FHWA is proposing this action
because ensuring timely inspections of
highway tunnels would not only
enhance the safe passage of the traveling
public, it would also protect
investments in key infrastructure, as
early detection of problems in tunnels
will likely increase the longevity of
1 See
section III.D. for more information.
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these assets. The FHWA does not have
sufficient information to quantify the
benefits of this rulemaking, and as such
is not able to determine if there are net
benefits. We seek comments on benefits
resulting from this rulemaking, the costs
associated with fixing critical findings
that are identified during inspections, as
well as the costs of re-routing or closing
traffic in order to conduct the
inspections.
Background
I. Changes to the Proposed Rule
Required by MAP–21
The FHWA previously proposed the
NTIS in an NPRM published in the
Federal Register on July 22, 2010, at 75
FR 42643. That proposal did not address
the provisions for national standards for
tunnel inspections detailed in the
subsequently enacted MAP–21. As a
result, FHWA is issuing this SNPRM to
request comment on a revised NTIS
proposal that incorporates the
provisions required by MAP–21.
In Section 1111(a) of MAP–21,
Congress declared that it is in the vital
interest of the United States to
inventory, inspect, and improve the
condition of the highway tunnels of the
United States.
Section 1111(b) broadens the
authority of the NTIS previously
proposed in the NPRM and extends that
authority to tunnels owned or operated
by tribal governments.
Section 1111(d) requires annual
revisions be made to the inventory of
tunnel data collected under MAP–21
authority and reporting on that
inventory to Congress.
Section 1111(h) requires the Secretary
to establish inspection standards to
ensure uniformity of inspections and
evaluations, to define a maximum time
period between inspections, to detail
the qualifications required for those
charged with carrying out the
inspections, to require that appropriate
records are retained, and to create a
procedure for national certification of
highway tunnel inspectors. As a result,
provisions are now proposed in this
SNPRM for the certification of national
tunnel inspectors.
Section 1111(h) also requires the
establishment of procedures to conduct
reviews of State compliance with NTIS,
as well as for the reporting of critical
findings, as defined in 23 CFR 650.305,
and any monitoring or corrective actions
taken in response to critical findings. As
a result, provisions are now proposed in
this SNPRM that describe how State
compliance will be determined and
when and how often reporting to the
FHWA on critical findings, and any
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follow-up actions taken in response to
those findings, are required.
Section 1111(i) requires that training
programs be established for tunnel
inspectors. In response, the SNPRM
now includes provisions that require
approved training for Program
Managers, Team Leaders, and
inspectors.
II. Need for Tunnel Inspection
Standards
The majority of road tunnels in the
United States were constructed during
two distinct periods of highway system
expansion. A significant number of
these tunnels were constructed in the
1930s and 1940s as part of public works
programs associated with recovery from
the Great Depression. Another
significant number were constructed for
the developing Interstate Highway
System in the 1950s and 1960s. As a
result, most of these structures have
exceeded their designed service lives
and need to be routinely inspected in
order to ensure continued safe and
efficient operation.
The structural, geotechnical, and
functional (electrical, mechanical, and
other) components and systems that
make up tunnels are subjected to
deterioration and corrosion due to the
harsh environment in which these
structures are operated. As a result,
routine and thorough inspection of
these elements is necessary to collect
the data needed to maintain safe tunnel
operation and to prevent structural,
geotechnical, and functional failures. As
our Nation’s tunnels continue to age, an
accurate and thorough assessment of
each tunnel’s condition is critical to
avoid a decline in service and maintain
a safe, functional, and reliable highway
system.
In addition to ensuring safety, it is
also necessary to collect data on the
condition and operation of our Nation’s
tunnels in order for owners to make
informed investment decisions as part
of a systematic integrated transportation
asset management approach. Without
such an approach, ensuring an
accountable and sustainable practice of
maintenance, preservation,
rehabilitation, or replacement across an
inventory of tunnels is a significant
challenge. Data-driven asset
management provides tunnel owners
with a proven framework to
demonstrate long-term accountability
and accomplishment. To meet the needs
of this management approach, the data
collected needs to be robust enough to
support these investment decisions
within a State and consistent enough
across the Nation to identify trends in
performance and demonstrate the
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linkages between Federal transportation
expenditures and transportation agency
programmatic results.
Timely and reliable tunnel inspection
is vital to uncovering safety problems
and preventing failures. When corrosion
or leakage occurs, electrical or
mechanical systems malfunction, or
concrete cracking and spalling signs
appear, they may be symptomatic of
problems. The importance of tunnel
inspection was demonstrated in the
summer of 2007 in the I–70 Hanging
Lake tunnel in Colorado when a ceiling
and roof inspection uncovered a crack
in the roof that was compromising the
structural integrity of the tunnel. This
discovery prompted the closure of the
tunnel for several months for needed
repairs. The repairs prevented a
potential catastrophic tunnel failure and
loss of life. That potential catastrophe
could have resulted in the need for an
even longer period of repairs, and also
may have resulted in injuries and
deaths.
Unfortunately, loss of life was not
avoided in Oregon in 1999. In January
of that year, a portion of the lining of the
Sunset Tunnel located near Manning,
west of Portland, collapsed, killing an
Oregon Department of Transportation
(ODOT) employee. At the time of the
collapse, the lining was being inspected
to ensure its safety after a heavy rain in
response to a report by a concerned
traveler on the highway that passes
through the tunnel. The extent of
deterioration in the lining had not been
identified and regularly documented in
previous inspections of the tunnel,
which occurred variably. As a result, the
lining had deteriorated to the point that
the safety inspection after the rain event
was sufficient to trigger the collapse.
Following the accident, ODOT reviewed
their tunnel inspection program and
identified a need to define what a
tunnel is, establish the criteria to be
used to inspect a tunnel, define the
professional qualifications needed for a
tunnel inspector, and to create tunnel
inspection procedures.
Inadequate tunnel inspection was
again linked to a loss of life in
Massachusetts in 2006. In July of that
year, a portion of the suspended ceiling
collapsed onto the roadway in the I–90
Central Artery Tunnel in Boston, killing
a motorist. It also resulted in closure of
this portion of the tunnel for 6 months
while repairs were made, causing
significant traffic delays and
productivity losses. The National
Transportation Safety Board (NTSB)
stated in its accident investigation
report that, ‘‘had the Massachusetts
Turnpike Authority, at regular intervals
between November 2003 and July 2006,
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inspected the area above the suspended
ceilings in the D Street portal tunnels,
the anchor creep that led to this
accident would likely have been
detected, and action could have been
taken that would have prevented this
accident.’’ 2 Among its
recommendations, NTSB suggested that
FHWA seek legislative authority to
establish a mandatory tunnel inspection
program similar to the National Bridge
Inspection Standards (NBIS) that would
identify critical inspection elements and
specify an appropriate inspection
frequency. Additionally, the DOT
Inspector General (IG), in testimony
before Congress in October 2007,
highlighted the need for a tunnel
inspection and reporting system to
ensure the safety of the Nation’s
tunnels, stating that FHWA ‘‘should
develop and implement a system to
ensure that States inspect and report on
tunnel conditions.’’ The IG went on to
state that FHWA should establish
rigorous inspection standards.3
More recently, inspection of ceiling
panels in the westbound I–264
Downtown Tunnel in Portsmouth,
Virginia, prevented a catastrophic
failure. The Virginia Department of
Transportation (VDOT) routinely
performs an in-depth inspection of this
tunnel at approximate intervals of 5 to
7 years. During an inspection in 2009,
VDOT personnel found aggressive
corrosion of embedded bolts used to
support the ceiling panels over the
roadway. Upon further evaluation, it
was determined that the ceiling panels
needed to be removed to ensure the
safety of the traveling public. The
tunnel was completely closed for six
consecutive weekends in order to
perform this maintenance activity. If
there had not been a timely inspection,
the corrosion would have worsened and
there would likely have been a collapse
that could have caused death, injuries,
or property damage, and potentially
complete closure of the tunnel for an
extended period of time, resulting in
significant productivity losses.
Most recently, on December 2, 2012,
the suspended ceiling in Japan’s Sasago
Tunnel collapsed onto the roadway
below crushing several cars, resulting in
2 ‘‘Ceiling Collapse in the Interstate 90 Connector
Tunnel Boston, Massachusetts July 10, 2006,’’
Highway Accident Report, NTSB/HAR–07/02, July
10, 2006. An electronic format version is available
at: https://www.ntsb.gov/doclib/reports/2007/
HAR0702.pdf.
3 The U.S. Department of Transportation, Office
of the Inspector General, ‘‘Challenges Facing the
U.S. Department of Transportation, Fiscal Year
2008,’’ October 2007, CC–2008–007. An electronic
format version is available at: https://
www.oig.dot.gov/sites/dot/files/pdfdocs/
Statement6_DOTAcitivies101507_508version.pdf.
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the deaths of nine motorists. Early
reports in the media citing Japanese
officials have indicated that the collapse
is likely the result of the failure of the
anchor bolts that connected the
suspended ceiling to the tunnel roof.
According to the Central Japan
Expressway Company, which is
responsible for the operation of the
tunnel, those connections had not been
thoroughly inspected due to issues with
access.4
The FHWA estimates that tunnels
represent nearly 100 miles—
approximately 517,000 linear feet—of
Interstates, State routes, and local
routes. Tunnels such as the Central
Artery Tunnel in Massachusetts, the
Lincoln Tunnel in New York, and the
Fort McHenry and the Baltimore Harbor
Tunnels in Maryland are a vital part of
the national transportation
infrastructure. These tunnels
accommodate huge volumes of daily
traffic, contributing to the Nation’s
mobility. For example, according to the
Port Authority of New York and New
Jersey, the Lincoln Tunnel carries
approximately 120,000 vehicles per day,
making it the busiest vehicular tunnel in
the world. The Fort McHenry Tunnel
handles a daily traffic volume of more
than 115,000 vehicles. Any disruption
of traffic in these or other highly
traveled tunnels would result in a
significant loss of productivity and have
severe financial impacts on a large
region of the country.
On October 29, 2012, flooding caused
by Hurricane Sandy led to the closure
of many of the vehicular, transit, and
rail tunnels in the New York City
metropolitan area. Although it is still
too early to quantify the economic
impact of these tunnel closures, it is
expected that the economic impact was
substantial. Amtrak alone reported an
operational loss of approximately $60
million due to the closures of four of its
tunnels in the region.5 These closings,
although the result of an extreme event
and not a structural or functional safety
issue, demonstrate the value of the
continued operation of tunnels. Because
of their importance to local, regional,
and national economies, and to our
national defense, it is imperative that
we properly inspect and maintain
tunnels to ensure the continued safe
passage of the traveling public and
commercial goods and services.
Of particular concern is the
possibility of a fire emergency in one of
4 https://abcnews.go.com/blogs/headlines/2012/
12/japan-orders-immediate-inspections-afterdeadly-tunnel-collapse/.
5 https://www.amtrak.com/ccurl/920/456/AmtrakRequests-.pdf.
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our Nation’s tunnels. Numerous
domestic and international incidents
demonstrate that tunnel fires often
result in a large number of fatalities.
One of the domestic examples occurred
in April 1982 when seven people lost
their lives in the Caldecott tunnel which
carries State Route 24 between Oakland
and Orinda, California, when a truck
carrying flammable liquid was involved
in a crash and subsequent collision with
other vehicles. In October 2001, 11
people were killed when a fire erupted
in the Gotthard tunnel in Switzerland
following a head-on collision. In 2000,
162 people were killed when a fire
started in the Kaprun train tunnel in
Austria. In 1999, 39 people died when
a truck caught fire in the Mont Blanc
tunnel on the France/Italy border. Tests
of 26 tunnels in 13 European countries
in 2010 by the European Tunnel
Assessment Programme indicated a
number of inadequacies related to fire
safety, including missing hydrants, no
barriers to close the tunnel, inadequate
lighting, and insufficient escape route
signs.6 National inspection standards
are needed in the United States to
ensure that lights, signs, barriers, and
tunnel walls are inspected and fire
suppression systems are maintained in
safe and operable condition. Such safety
features are of critical importance in the
event of a fire emergency.
Ensuring timely inspections of
highway tunnels would not only
enhance the safe passage of the traveling
public, it could also contribute to the
efficient movement of goods and people
and to millions of dollars in fuel
savings. For example, the Eisenhower/
Johnson Memorial Tunnels, located
west of Denver on I–70, facilitate the
movement of people and goods from the
eastern slope of the Rocky Mountains to
the western slope. The Colorado
Department of Transportation (CDOT)
estimates that the public saves 9.1 miles
by traveling through these tunnels
instead of over U.S. Highway 6,
Loveland Pass. In the year 2000,
approximately 28,000 vehicles traveled
through the tunnels per day, which is
equal to 10.3 million vehicles for the
year.7 Accordingly, FHWA estimates
that by traveling through the
Eisenhower/Johnson Memorial Tunnels,
the public saved approximately 90.7
million miles of travel and millions of
dollars in associated fuel costs in the
year 2000. These tunnels help to
expedite the transport of goods and
6 https://www.independent.co.uk/news/world/
europe/new-tunnel-rules-to-be-introduced-afterhigh-death-toll-7566220.html.
7 See https://www.coloradodot.info/travel/
eisenhower-tunnel/eisenhower-tunnel-interestingfacts.html.
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people, prevent congestion along
alternative routes, and save users both
dollars and fuel. If these tunnels were
closed due to a collapse or other safety
hazard, the economic effects would be
considerable.
While the above examples do not
constitute a comprehensive list of issues
resulting from lack of inspections, these
examples do demonstrate why routine
and thorough tunnel inspection is vital
to uncovering safety problems and
preventing catastrophic failure of key
tunnel components. Some of these
tunnel operators have already taken
adequate steps, such as increasing
frequency of inspections, in order to
address these problems. These are
simply examples of why tunnel
inspections are important. These
examples of the costs of tunnel failures
and closures are not necessarily benefits
resulting from this rulemaking, because
the operators have in some cases already
taken steps absent this current
rulemaking to improve inspection
procedures.
III. Research Related to Tunnel
Inspections
In addition to the focus Congress has
given to tunnel inspection, the NTSB,
State departments of transportation
(State DOTs), the IG, the FHWA, and
others have conducted extensive
research related to tunnel design,
construction, rehabilitation, and
inspection. The following partial listing
of those activities and projects related to
tunnel safety all underscore the need to
develop consistent and reliable
inspection standards.
A. Underground Transportation
Systems in Europe: Safety, Operations,
and Emergency Response.8 In 2005,
FHWA, the American Association of
State Highway and Transportation
Officials (AASHTO), and the National
Cooperative Highway Research Program
(NCHRP) sponsored a study of
equipment, systems, and procedures
used in the operation and management
of tunnels in nine European countries
(Austria, Denmark, France, Germany,
Italy, Norway, the Netherlands, Sweden,
and Switzerland). One objective of this
scan was to identify best practices,
specialized technologies, and standards
used in monitoring or inspecting the
structural elements and operating
equipment of roadway tunnels to ensure
optimal performance and minimize
8 Federal Highway Administration,
‘‘Underground Transportation Systems in Europe:
Safety, Operations, and Emergency Response,’’
Office of International Programs, FHWA–PL–06–
016, June 2006. An electronic format version is
available at: https://international.fhwa.dot.gov/uts/
uts.pdf.
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downtime for maintenance or
rehabilitation. As a result of their fact
finding, the international scan team
recommended that the United States
implement a risk-management approach
to tunnel inspection and maintenance.
In regard to current practices, the report
states that ‘‘only limited national
guidelines, standards, or specifications
are available for tunnel design,
construction, safety inspection, traffic
and incident management, maintenance,
security, and protection against natural
or manmade disasters.’’ The report also
notes that only ‘‘through knowledge of
the systems and the structure gained
from intelligent monitoring and analysis
of the collected data, the owner can use
a risk-based approach to schedule the
time and frequency of inspections and
establish priorities.’’
B. NCHRP Project 20–07/Task 261,
Best Practices for Implementing Quality
Control and Quality Assurance for
Tunnel Inspection.9 In response to
NTSB’s preliminary safety
recommendations resulting from the I–
90 Central Artery Tunnel partial ceiling
collapse investigation in Boston, FHWA
and AASHTO initiated this NCHRP
research project. The objective of this
project was to develop guidelines for
owners to use in implementing quality
control and quality assurance practices
for tunnel inspection, operational safety
and emergency response systems
testing, and inventory procedures to
improve the safety of highway tunnels.
During the course of the project, the
researchers found that tunnel owners in
the United States are inspecting their
structures at variable intervals ranging
from more than a week to up to 6 years.
The report states that ‘‘[s]ince there is
currently no consistency in the tunnel
inspection techniques used by the
various tunnel owners, implementing
NTIS and developing a tunnel inspector
training program on applying those
standards will be vital to ensuring a
consistent tunnel inspection program
for all tunnels across the nation.’’
C. Best Practices for Roadway Tunnel
Design, Construction, Maintenance,
Inspection, and Operations.10 This
9 National Cooperative Highway Research
Program, ‘‘Best Practices for Implementing Quality
Control and Quality Assurance for Tunnel
Inspection,’’ Prepared for the AASHTO Technical
Committee for Tunnels (T–20), NCHRP Project 20–
07, Task 261 Final Report, October 2009. An
electronic format version is available at: https://
onlinepubs.trb.org/onlinepubs/nchrp/docs/
NCHRP20-07(261)_FR.pdf.
10 National Cooperative Highway Research
Program, ‘‘Best Practices for Roadway Tunnel
Design, Construction, Maintenance, Inspection, and
Operations,’’ Prepared for the AASHTO Technical
Committee for Tunnels (T–20), NCHRP Project 20–
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domestic scanning tour was conducted
during August and September of 2009,
and is another activity that FHWA
conducted in partnership with
AASHTO and NCHRP to determine if a
need existed for national tunnel
inspection standards and a national
tunnel inventory. The scan focused on
the inventory criteria used by highway
tunnel owners; highway tunnel design
and construction standards used by
State DOTs and other tunnel owners;
maintenance and inspection practices;
operations, including safety, as related
to emergency response capability; and
specialized tunnel technologies. The
scan team found that the most effective
tunnel inspection programs have been
developed from similar bridge
inspection programs. It was determined
that tunnel owners often use bridge
inspectors to inspect their tunnels
because bridges and tunnels are
transportation structures that are
designed and constructed with similar
materials and methods, exposed to
similar environments, and can be
reliably inspected with similar
technologies. As a result, the scan team
recommended that the development of a
tunnel inspection program be as similar
as possible to the current bridge
inspection program to further capitalize
on the success of the standards for
bridge inspection established through
the NBIS.
D. In 2003, FHWA conducted an
informal survey to collect information
about the tunnel inventory,
maintenance practices, inspection
practices, and tunnel management
practices of each State. Of the 45
highway tunnel owners surveyed, 40
responses were received. The survey
results suggest that there are
approximately 350 highway tunnels
(bores) in the Nation and that they are
currently inspected by their owners at
frequencies that range from daily to
once every 10 years.11 The average
inspection interval for the 37 responses
that included data on this measure was
a little over 24 months (2.05 years).
E. Highway and Rail Transit Tunnel
Inspection Manual (HRTTIM).
Recognizing that tunnel owners are not
required to inspect tunnels routinely
and that inspection methods vary
among entities that inspect tunnels,
68A Scan 09–05 Final Report, April 2011. An
electronic format version is available at: https://
onlinepubs.trb.org/onlinepubs/nchrp/docs/
NCHRP20-68A_09-05.pdf.
11 The definition of a highway tunnel used in the
2003 survey pertained to a single ‘‘bore’’ or
constructed shape, but did not pertain to a given
tunnel name (i.e. a tunnel such as the Holland
tunnel in New York actually consists of two
tunnels, one in each direction).
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FHWA and the Federal Transit
Administration developed the HRTTIM
for the inspection of tunnels in 2003.
These guidelines, which were updated
in 2005,12 outline recommended
procedures and practices for the
inspection, documentation, and priority
classification of deficiencies for various
elements that comprise a tunnel.
IV. Proposed NTIS
Recognizing that the safety and
security of our Nation’s tunnels are of
paramount importance and as a result of
the legislative mandate in MAP–21,
FHWA has developed the NTIS
proposed in this SNPRM. The FHWA
has modeled the proposed NTIS after
the existing NBIS, located at 23 CFR
part 650, subpart C. The more than 40year history of NBIS has enabled the
States to identify and manage
deterioration and the emergence of
previously unknown problems in their
bridge inventory, to evaluate those
structures properly, and to make the
repairs needed to forestall the escalating
cost of repairing or replacing older
bridges. Similar needs and concerns
exist for the owners of aging highway
tunnels. The NBIS provides a reasonable
starting point for designing a national
tunnel inspection program. The FHWA
has therefore modeled the proposed
NTIS after the NBIS, and will make
appropriate changes in the NTIS as we
gather further experience with tunnel
inspections and tunnel safety problems.
It is proposed that the NTIS will be
added under subpart E of 23 CFR part
650—Bridges, Structures, and
Hydraulics.
The proposed NTIS requires the
proper safety inspection and evaluation
of all tunnels. The NTIS are needed to
ensure that all structural, mechanical,
electrical, hydraulic and ventilation
systems, and other major elements of
our Nation’s tunnels are inspected and
tested on a regular basis. The NTIS
would also enhance the safety of our
Nation’s highway tunnels, and will
make tunnel inspections consistent
across the Nation.
The proposed NTIS would create a
national inventory of tunnels that would
result in a more accurate assessment
and provide the public with a more
transparent view of the number and
condition of the Nation’s tunnels.
Tunnel information would be made
available to the public in the same way
that bridge data contained in the
National Bridge Inventory is made
12 The Federal Highway Administration/Federal
Transit Administration ‘‘Highway and Rail Transit
Tunnel Inspection Manual,’’ 2005 edition, is
available in electronic format at: https://
www.fhwa.dot.gov/bridge/tunnel/management/.
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available. The tunnel inventory data
would also be available in the annual
report to Congress that is required by
MAP–21. The tunnel inventory data
would allow FHWA to track and
identify any patterns of tunnel
deficiencies and facilitate repairs by
States to ensure the safety of the public.
Tunnel owners would also be able to
integrate tunnel inventory data into an
asset management program for
maintenance and repairs of their
tunnels. The data collection
requirements in the proposed NTIS are
consistent with the performance-based
approach in carrying out the Federal
highway program established by
Congress in MAP–21. These proposed
requirements would fulfill the
congressional directive to establish a
data-driven, risk-based approach for the
maintenance, replacement, and
rehabilitation of highway tunnels. Such
an approach would help to ensure the
efficient and effective use of Federal
resources.
The proposed NTIS will ensure that
tunnels are inspected by qualified
personnel by creating a certification
program for tunnel inspectors and a
comprehensive training course.
Regulatory History
The FHWA issued an ANPRM on
November 18, 2008, (73 FR 68365) to
solicit public comments regarding 14
categories of information related to
tunnel inspections to help FHWA
develop the NTIS. The FHWA reviewed
and analyzed the comments received in
response to the ANPRM and published
an NPRM on July 22, 2010 (75 FR
42643). In the NPRM, FHWA proposed
establishing the NTIS based in part on
the comments received in response to
the ANPRM. The FHWA received
comments on the docket for the NPRM
from 16 commenters, including: 1
Federal agency (NTSB); 7 State DOTs
(California, Colorado, Indiana,
Massachusetts, Pennsylvania, Virginia,
and Washington); 1 engineering
consulting firm (PB Americas); 4
organizations (American Society of Civil
Engineers (ASCE), AASHTO, American
Council of Engineering Companies
(ACEC), and National Fire Protection
Association (NFPA)); 1 local
government agency (The Seattle Fire
Department); 1 private corporation
(Damascus Corp.) and 1 anonymous
commenter. This SNPRM addresses the
comments received on the NPRM and
updates the proposed regulation for the
provisions detailed in MAP–21.
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Section-by-Section Analysis
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650.501 Purpose
The purpose for the NTIS was
amended to be consistent with the
requirements of MAP–21. The purpose
of the NTIS is to ensure the proper
safety inspection and evaluation of all
tunnels.
The CDOT commented that it concurs
with limiting the applicability to only
Federal-aid built or renovated tunnels as
was proposed in the NPRM. The CDOT
also commented that the scope of the
NTIS should be limited to those tunnels
that were built or rehabilitated with title
23 funds and this limitation should
continue until title 23 funds can be used
to inspect off-system tunnels similar to
the exception that exists for off-system
bridges.
The FHWA Response: With the
passage of MAP–21, FHWA is now
proposing the inspection of all tunnels
on public roads regardless of whether
they were constructed or renovated
using Federal funds. The MAP–21 also
provides the flexibility to leverage
funding for these inspections that CDOT
requested.
650.503 Applicability
The applicability for the NTIS would
be amended to be consistent with the
requirements of MAP–21. The
applicability of NTIS would be
broadened to all tunnels regardless of
their funding source.
The California Department of
Transportation (Caltrans) indicated
there might be insufficient data to
determine which tunnels have been
built or renovated with title 23 funds.
The FHWA Response: With the
passage of MAP–21, FHWA is now
proposing the inspection of all tunnels
on public roads, and tunnels on and off
the Federal-aid highway system
regardless of whether they were
constructed or renovated using Federal
funds.
The AASHTO commented that these
regulations will require State DOTs to
provide oversight of inspection of
Federal tunnels.
The FHWA Response: The SNPRM
does not require States to provide
oversight of inspection of federally
owned tunnels. The Federal agency that
owns a particular tunnel is responsible
for providing oversight of the tunnel
inspection.
The NTSB commented that FHWA
should continue seeking the legislative
authority to require that all publicly
used highway tunnels are subject to the
NTIS. The NTSB commented that their
experience with accident investigations
leads them to believe that only a
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mandatory NTIS that applies to all
highway tunnels on public roads will
adequately protect the public.
The FHWA Response: With the
passage of MAP–21, FHWA now has a
legislative mandate to require the
inspection of all tunnels on public roads
on and off Federal-aid highways,
including tribally and federally owned
tunnels.
650.505 Definitions
At-grade Roadway. A definition for
at-grade roadway was added to the
proposed rule in order to respond to a
comment from AASHTO. See the
section-by-section analysis discussion
for § 650.513.
Complex Tunnel. Massachusetts
Department of Transportation
(MassDOT) and AASHTO suggested that
the definition of complex tunnel take
into account complex highway
geometry, including the presence of on
and off ramps in the middle of a tunnel
such as those found in Boston’s I–90
and I–93 tunnels.
The FHWA response: The FHWA
would not object to an owner classifying
a tunnel in its inventory with complex
highway geometry as a complex tunnel.
However, FHWA does not believe it is
necessary to change the definition of
complex tunnel in the proposed rule to
accommodate this classification.
Comprehensive tunnel inspection
training. A definition for comprehensive
tunnel inspection training was added to
the proposed rule in order to define the
criteria for a nationally certified tunnel
inspector.
Functional Systems. The Seattle Fire
Department suggested dividing the
definition of functional systems into
two subcategories: (1) Fire and life
safety systems, and (2) non-fire and life
safety systems. The Seattle Fire
Department commented that this
division will clarify inspection
standards and the need for inspection
frequency detailed in § 650.511.
The FHWA response: The FHWA does
not believe it is necessary to divide the
definition of functional system into two
subcategories in order to ensure
appropriate inspection standards and
frequencies are applied. The FHWA is
aware of the complexity and extensive
number of non-structural elements and
systems that are necessary for fire and
life safety and those for non-fire and life
safety. However, because it is not
possible to create an all-inclusive list of
functional system elements, FHWA
attempted to capture the most important
systems as a general listing in the
NPRM. The requirement to develop
procedures, including determining the
inspection frequency of all systems and
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elements installed in a tunnel, proposed
in § 650.513 provides assurance that
inspection standards and frequencies
will be applied appropriately.
Highway and Rail Transit Tunnel
Inspection Manual (HRTTIM). The
definition for the HRTTIM was removed
from this section because the document
is no longer being incorporated by
reference in the proposed rule.
In-Depth Inspection. The Washington
State Department of Transportation
(WSDOT) commented that the phrase
‘‘structural element’’ within this
definition needs to include unlined
tunnels, portal rock structures, and rock
ceilings, and that the Team Leader
inspecting these elements should be
required to be a geotechnical engineer.
The FHWA response: It is the intent
of FHWA that the term ‘‘structural
element’’ includes the features of a
tunnel that provide its structure. As
such, the walls, ceilings, and portals of
unlined tunnels would be included. The
FHWA does not believe the Team
Leader must be a geotechnical engineer,
as § 650.513(f) provides that the Team
Leader is required to construct a team
with the necessary expertise to inspect
geotechnical features and report the
findings. It is not necessary for the Team
Leader to have the capacity to
effectively inspect geotechnical features,
provided a member of the team is able
to do so.
The Seattle Fire Department stated
there is no definition of the term
‘‘inspection’’ in the rule and that this
will lead to confusion by the tunnel
owner/operator as to the intent and
method of the inspection program.
The FHWA response: To eliminate
potential for confusion regarding the
term inspection, § 650.513(c) and (d)
establish a clear division of inspection
and testing responsibilities. Section
650.513(d) proposes to require each
State DOT, Federal agency, or tribal
government tunnel inspection
organization to establish requirements
for routine diagnostic testing of
functional systems, which could be
done by operation or maintenance
personnel. Section 650.513(c) proposes
to require that the procedures define
how, when, and by whom these systems
will be inspected and tested. It is
expected that, as part of an inspection,
the Team Leader will verify that this
routine diagnostic testing had been
accomplished and that the
aforementioned procedures had been
followed.
Initial Inspection. The VDOT
proposed that for existing tunnels, any
inspection that was performed in the
last 5 years should qualify as the
tunnel’s initial inspection.
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The FHWA response: The FHWA
disagrees with the commenter. To allow
States and tunnel owners greater
flexibility in performing a tunnel’s
initial inspection, we have proposed to
extend the initial inspection
requirement to 24 months under
§ 650.511(a). Using inspection data that
is 5 years old, in combination with an
initial inspection requirement of 24
months for existing tunnels, could result
in a tunnel not being inspected for a
period of 7 years. Thus, FHWA is
proposing that the initial inspection be
conducted within 24 months of the
effective date of this rule and that no
inspection data previous to the
publishing of this rule will be accepted
to fulfill the requirements of this
section.
Inspection Date. A definition for
inspection date was added in order to
make revisions to § 650.511 on
inspection interval clearer.
Load Rating. The AASHTO, VDOT,
and the Pennsylvania Department of
Transportation (PennDOT) suggested
revising the definition of load rating to
include the determination of nonvehicular type capacities, such as
hanger systems for suspended ceilings
or other structural systems. The WSDOT
commented that rating ‘‘lid type
tunnels’’ might be confused with
bridges and asked for clarification
regarding how they will be
distinguished and reported to the
database.
The FHWA response: The current
definition of load rating in 23 CFR part
650, subpart C—National Bridge
Inspection Standards is the
determination of the live load carrying
capacity of a bridge using bridge plans
and supplemented by information
gathered from a field inspection. The
current definition of load rating in the
AASHTO Manual for Bridge Evaluation
is ‘‘the determination of the live-load
carrying capacity of an existing bridge.’’
As the proposed definition for load
rating in this rule is consistent with 23
CFR 650.305 and the AASHTO Manual,
FHWA declines the changes suggested
by AASHTO, VDOT, and PennDOT. In
addition, the commenters’ suggested
definition effectively incorporates
structural evaluation, which is separate
from load rating. This evaluation can be
required by the owner at any time and
should occur automatically if damage or
deterioration with the potential to affect
performance is detected through an
inspection.
With regard to ‘‘lid type tunnels,’’ per
the proposed definition of tunnel in this
rule, owners would be required to
classify a structure as either a tunnel or
a bridge and that classification would
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determine the appropriate procedures
by which to rate the structure. For
example, if a tunnel roof serves as a
roadway for traffic above the tunnel,
that roof should be load rated as part of
the tunnel and not as an independent
bridge.
Procedures. A definition for
procedures was added to the rule in
order to clarify what FHWA means by
this term which is used extensively
throughout this rule.
Professional Engineer (P.E.). Language
was added to the definition of
professional engineer to clarify that
engineers are bound by their ethics to
practice only in those areas where they
have the necessary experience, in
response to a comment from VDOT on
the qualifications of a Team Leader. See
discussion on the definition of Team
Leader in this section.
Routine Permit Load. The VDOT
suggested revising the term routine
permit load to simply permit load. The
AASHTO suggested that permit loads
that are not ‘‘routine’’ should also be
defined.
The FHWA response: The FHWA
believes the definition proposed in this
rule is consistent with that used in the
NBIS and is commonly accepted,
understood, and used within the bridge
and tunnel community. Routine permit
loads need to be defined for the
purposes of this proposed rule because
they are used to conduct load ratings.
For the purposes of this proposed rule,
it is unnecessary to provide a definition
of permit loads that are outside of
routine because they are not used to
conduct load rating per this rule.
Team Leader. The VDOT suggested
revising the definition for Team Leader
to read, ‘‘The on-site individual in
charge of an inspection team
responsible for planning, preparing,
performing, and reporting on tunnel
inspections. The Team Leader shall be
a registered P.E. in the technical
discipline for which he/she is
inspecting. For example, Team Leader
for inspecting electric systems shall be
a P.E. in Electrical Engineering.’’
The FHWA response: The FHWA
agrees that inspection teams need to be
comprised of individuals qualified to
inspect the elements that they are
inspecting. As these inspections will
leverage multiple disciplines, team
members with diverse sets of expertise
will be required. In the proposed
regulation, only one of these members
will be required to be the Team Leader.
As a result, FHWA does not agree with
altering the definition of Team Leader to
include elements of qualification
additional to those addressed in
§ 650.509. The Team Leader would be
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responsible for assembling a team of
inspectors with appropriate expertise
and experience to inspect the various
elements, components, and systems that
comprise the tunnel.
Tunnel. The NFPA recommended
adopting its definitions for road tunnel
and length of tunnel as defined by NFPA
502: Standard for Road Tunnels,
Bridges, and Other Limited Access
Highways (2008 Edition). The NFPA
stated that the definition of tunnel does
not need to contain a minimum length
requirement; however, tunnels should
be categorized by tunnel length. They
suggest that the categories should be
adopted from Section 7.2 and Table 7.2
of NFPA 502, which provides the
minimum fire protection requirements
for road tunnels based on tunnel length.
The ASCE recommended using the
AASHTO Subcommittee on Bridges and
Structures Technical Committee T–20,
Tunnels definition of tunnel. The ASCE
stated that adoption of the T–20
definition would result in regular
attention to all parts of a tunnel, such
as fire protection systems and auxiliary
structures. The ASCE stated that this
approach is important in order to ensure
that all critical engineered systems in a
tunnel are inspected.
Caltrans suggested that the NTIS
classify as tunnels all structures
requiring forced ventilation to limit
carbon monoxide buildup, all structures
with fire suppression systems, and all
structures bored or mined through
undisturbed material. Caltrans
suggested that language addressing
ventilation systems, fire protection
systems, and type of construction be
included in the definition for tunnel.
PB Americas proposed the following
definition for tunnel based on roadway
enclosure and length: ‘‘Any
combination of structures that creates a
structure that is functionally a tunnel
from the viewpoint of access—An
enclosed roadway which is constructed
within the earth or has buildings over it,
limiting access to portals for vehicular
travel, and is longer than 300 feet from
portal to portal.’’
The Seattle Fire Department suggested
additional language for the definition of
tunnel as follows: ‘‘The owner shall
ascertain the risks of the structure,
traffic, hazardous material and related
variables that may contribute to either
structural damage or loss of life, to
determine if it should be classified as a
tunnel.’’ The Seattle Fire Department
also commented that for the purposes of
this inspection program, any structure
that includes components of the fire and
life safety systems shall be considered
part of the tunnel, including control
facilities and ventilation buildings.
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The AASHTO emphasized the need
for clarity in the definition of tunnel to
avoid confusion in reporting and
inspection. They suggested the
following definition: ‘‘An enclosed
roadway for motor vehicle traffic with
vehicle access limited to portals
regardless of type of structure or method
of construction. Tunnels do not include
bridges or culverts that an owner has
elected to inspect under the NBIS (23
CFR 650 Subpart C—National Bridge
Inspection Standards).’’
The FHWA response: The FHWA
believes the modified version of the
AASHTO T–20 definition is adequate to
capture the structures targeted with this
proposed regulation without overly
complicating the determination of what
is or is not a tunnel. Consistent with the
majority of the comments, this
definition does not include a minimum
length. The FHWA believes that
including categories for tunnels, or
additional detailed language on
functional systems or type of
construction, narrows what is intended
to be a fairly broad definition. Also, the
definition for complex tunnel addresses
advanced or unique structural elements
or functional systems. The current
definition clearly states that a structure
shall be inspected and reported only
once under either the NBIS or the NTIS,
but not both.
Tunnel inspection refresher training.
A definition for tunnel inspector
refresher training was added to the
proposed rule to define the criteria for
a nationally certified tunnel inspector.
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual. A definition for the TOMIE
manual was added as this document is
now incorporated by reference into the
proposed rule. The TOMIE Manual has
replaced the HRTTIM as a reference for
this proposed regulation because the
recommendations and guidance in the
TOMIE Manual are consistent with this
proposed regulation and MAP–21. Also,
the TOMIE Manual is based on an
element level inspection approach. The
TOMIE Manual is posted for public
viewing in the rulemaking docket and
on the FHWA Web site (https://
www.fhwa.dot.gov/bridge/tunnel/
library.htm). The FHWA specifically
requests comments on the TOMIE
Manual from tunnel owners and
operators in consideration of this
proposed regulation.
Tunnel Inspection Experience. The
AASHTO suggests adding language to
the definition of tunnel inspection
experience to clarify how a year of
experience will be defined.
The FHWA response: The FHWA
added language to clarify the criteria to
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be used in evaluating years of
experience under § 650.509(a),
including the relevance of the
individual’s actual experience, exposure
to problems or deficiencies common in
the types of tunnels inspected by the
individual, complexity of tunnels
inspected relative to the individual’s
skills and knowledge, and the
individual’s understanding of data
collection needs and requirements.
Tunnel-specific inspection
procedures. A definition for tunnelspecific inspection procedures was
added to this proposed rule in order to
respond to a comment from AASHTO.
See the section-by-section analysis
discussion for § 650.513.
650.507 Tunnel Inspection
Organization
This section of the proposed rule was
amended to be consistent with the
requirements of MAP–21. The proposed
rule requirement that States and Federal
agencies inspect or cause to be
inspected all tunnels that are fully or
partially within their responsibility or
jurisdiction was extended to tribally
owned tunnels. Also, tunnel inspection
organizations would be required to
maintain a registry of nationally
certified tunnel inspectors that work in
their jurisdiction.
The AASHTO, MassDOT, and VDOT
expressed concern that this proposed
rule places the responsibility for
inspecting tunnels within a State’s
boundaries on the State DOT. This
would be the case even though a
number of major tunnels on Federal-aid
highways are owned and operated by
semi-autonomous authorities that were
established by State legislators with
statutory independence from State
DOTs. The commenters worried that, as
a result, these regulations will place
State DOTs in the awkward position of
being responsible for an oversight task
that they have no legal authority to
perform. The VDOT further commented
that tunnels owned by legal authorities
should be exempted from this rule.
The FHWA Response: Section
650.507(a) states that each State DOT
must inspect, or cause to be inspected,
all tunnels subject to the NTIS. Under
title 23, the FHWA’s primary
relationship in a State is with the State
Highway Agency. Therefore, the State
Highway Agency would be legally
responsible for fulfilling the
requirements of these proposed
regulations within its State’s
boundaries. If current legal authority is
not present within a State to carry out
this responsibility, the State Highway
Agency should seek that authority. As a
result of this proposed rule, State DOTs
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would be responsible for the
implementation of the NTIS on all
applicable tunnels within their States
with the exception of tribally and
federally owned tunnels as discussed in
the section-by-section analysis for
§ 650.505.
The AASHTO and Indiana DOT
requested clarification regarding
whether § 650.507 and § 650.515 require
a State to maintain a tunnel inspection
organization, including policies and
procedures, a designated Program
Manager, and inventory and reporting
system, as required by § 650.507 and
§ 650.515, if the State does not own or
possess any qualifying tunnels. Indiana
DOT also asked if annual reporting to
FHWA would be required to confirm
that no qualifying tunnels exist.
The FHWA Response: Section 650.503
and § 650.507(a) would establish which
tunnels are subject to the requirements
of this rule. Section 650.507(d) further
clarifies that a State tunnel inspection
organization is only required when ‘‘one
or more’’ tunnels subject to these
regulations exists within the State. As
such, a State that does not contain any
tunnels subject to this proposed
regulation would not be required to
have a tunnel inspection organization,
established inspection policies and
procedures, a designated Program
Manager, an inventory and reporting
system, and would not be subject to
annual reporting requirements.
Caltrans noted that while it has an
established system for the collection of
bridge inspection data and report
writing, the development of a similar
system for tunnel inspection is a labor
intensive effort that would take several
years to complete.
The FHWA Response: The FHWA
agrees that establishing a system for
collecting and reporting of tunnel
inspection and inventory data would be
a significant effort for tunnel owners
who have not instituted an inspection
program on their own. In recognition of
this, FHWA has extended the initial
inspection requirement to 24 months
from the effective date of this proposed
rule.
The ACEC commented that risk
management requirements should be
addressed in the final rule. More
specifically, ACEC commented that
liability for inspecting engineers and
those preparing reports should be
addressed. The ACEC suggested that the
NTIS state that reports be prepared in
accordance with the care and skill
ordinarily used by inspectors practicing
under similar conditions at the same
time and in the same locality. In
addition, ACEC indicated that the NTIS
should make clear that inspection
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reports are prepared exclusively for the
use of the client—the tunnel owner—
and not for any other purpose. The
ACEC noted that tunnel inspectors
should be focused on achieving the
goals of their clients and should not feel
compelled to compromise or alter their
work out of fear of potential liability.
The FHWA Response: The FHWA
agrees that professional standards of
care should be followed when
developing and implementing tunnelspecific inspection plans and preparing
inspection reports. However, these
matters are sufficiently addressed by
other means, including State
professional engineer licensing boards,
State and Federal acquisition
regulations pertaining to acceptable
quality levels, and consultant legal
disclaimers regarding the use and
limitations of prepared reports. The use
of inspection reports in legal
proceedings is governed by State law,
over which FHWA has no control.
An anonymous commenter noted that
the NTIS must address worker safety.
The commenter recommended that gas
detection equipment be required for
each team entering a tunnel to prevent
carbon dioxide and carbon monoxide
exposure. The commenter further
commented that head protection
meeting current national consensus
standards be required in instances
where the structural integrity of the
tunnel’s roof is in question. In addition,
the commenter suggested that high
visibility clothing be required and that
each member of the team’s leadership
should have requisite Occupational
Safety and Health Administration
(OSHA) training regarding workplace
hazards present during tunnel
inspections.
The FHWA Response: The FHWA
agrees that safety is of paramount
importance when accessing and
inspecting tunnels and associated
systems. Section 650.507(d)(1) states
that the State, Federal agency, or tribal
government with tunnel inspection
jurisdiction is required to provide
‘‘inspection policies and procedures’’
which would include safety training,
safe inspection procedures, and
requisite inspection equipment
satisfying appropriate OSHA
requirements, including those
applicable to confined spaces.
650.509
Qualifications of Personnel
This section was amended to be
consistent with the requirements of
MAP–21. Under this proposed rule,
Program Managers and Team Leaders
are required to be nationally certified
tunnel inspectors. Also, the proposed
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requirements for a national certified
tunnel inspector were added.
The ASCE and VDOT recommended
that the Program Manager be required to
be a registered P.E. and meet minimum
education and experience requirements.
The VDOT and PennDOT
recommended that the Program Manager
be required to successfully complete an
FHWA-approved comprehensive tunnel
inspection training course.
The AASHTO recommended that the
Program Manager be a registered P.E. or
have 10 years of tunnel or bridge
inspection experience and successfully
complete an FHWA-approved
comprehensive tunnel inspection
training course.
The FHWA Response: The FHWA is
proposing to modify the qualifications
of the Program Manager in § 650.509(a)
to require that individual be a registered
P.E., have 10 years tunnel or bridge
inspection experience, and be a
nationally certified tunnel inspector
which has mandatory training
requirements. The FHWA agrees that
bridge inspection experience is relevant
experience for the Program Manager to
possess because of the anticipated
similarities between the two inspection
programs. Additionally, FHWA agrees
that comprehensive training in tunnel
inspection should be required for
Program Manager, Team Leader, and
Inspector positions. The FHWA would
develop or identify sources of
comprehensive tunnel inspection
training for Program Managers, Team
Leaders, and Inspectors. Additional
considerations for evaluating past
experience have been included to assist
States with identifying a qualified
Program Manager.
The MassDOT and AASHTO
recommended that the qualifications for
both Program Manager and Team Leader
be the same as those required under the
NBIS. The MassDOT and AASHTO
further recommended that if a P.E. is
required, it should be required for both
the Program Manager and the Team
Leader, and that the Team Leader
should be a P.E. registered in the
discipline of the system that his or her
team will be inspecting.
The ACEC recommended that both
the Program Manager and the Team
Leader be required to have a P.E.
The VDOT recommended that the
Team Leader be a registered P.E. in the
technical discipline of inspections,
while WSDOT recommended that the
Team Leader be licensed in the field of
Geotechnical Engineering. Further,
PennDOT recommended that the Team
Leader be permitted to have 5 years of
tunnel or bridge inspection experience
as an alternative to be a registered P.E.
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The FHWA response: Although the
Program Manager and Team Leader
requirements in this proposed rule are
modeled after the NBIS, they differ from
those of the NBIS because of the
difference in the complexity of the
structures that are being inspected
under the NTIS.
The FHWA agrees that the Team
Leader should be a registered P.E. due
to the complex nature of these
inspections. The Team Leader is
responsible for assembling a team of
inspectors with appropriate expertise
and experience to inspect the various
elements, components, and systems that
comprise the tunnel. Accordingly,
FHWA does not believe that the Team
Leader needs to be licensed in each
specific discipline related to the
elements being inspected. The Team
Leader could have a license in any
related discipline. The FHWA proposes
to modify the definition for Professional
Engineer in § 650.505 of the rule to
emphasize that they are required to
practice within their area of expertise.
650.511 Inspection Interval
The title of this section has been
changed to more directly reflect the
content. This section has also been
modified to reflect a change from the
HRTTIM to the TOMIE Manual as the
manual incorporated by reference and to
establish a routine inspection date that
will benchmark the commencement of
future inspections.
The NFPA and the Seattle Fire
Department recommended
incorporating NFPA requirements for
inspection frequencies of specific safety
features into the regulation.
The FHWA Response: The interval
between the inspection of specific safety
features would be developed as part of
the inspection procedures that are
required under § 650.513 of the
proposed rule. These procedures should
include a listing of components and the
associated inspection interval for each.
The FHWA believes that it would be in
the best interests of the tunnel owner to
consult NFPA codes and standards and
manufacturer recommendations in the
development of the aforementioned
inspection intervals.
The ASCE expressed a desire for a
more flexible approach to scheduling
inspections based on age and
complexity, but recognized that the 24month requirement matches the NBIS
making them complementary.
The FHWA Response: The FHWA
believes that flexibility is built into the
regulation in that it establishes only a
maximum inspection interval. An
owner may increase the frequency of
inspection of particular components of
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a tunnel by performing in-depth or
special inspections based on the age,
condition, or complexity of those
components. In response to comments
received, however, FHWA is proposing
additional flexibility by including
language in § 650.511(b) supporting an
extended inspection interval of up to 48
months for tunnels that meet certain
criteria. The Program Manager would be
permitted, under the proposed rule, to
develop an extended inspection interval
program and submit to FHWA for
review and comment prior to use, the
criteria used to determine frequency of
inspection based on assessed lesser risk,
considering at a minimum: tunnel age,
time from last major rehabilitation,
tunnel complexity, traffic
characteristics, geotechnical conditions,
functional systems, and known
deficiencies.
The FHWA has also modified
§ 650.511 to allow the inspection to take
place within a defined interval 2
months before or after an established
inspection date. This would offer
additional flexibility in scheduling
inspections to accommodate scheduling
adjustments for factors including
weather, personnel, or equipment
issues. An inspection date would be
established and could only be modified
by a Program Manager. Documentation
supporting the modified date would
need to be retained in the tunnel records
for future reference.
PB Americas commented that a 2-year
inspection frequency is adequate for
most systems for a visual routine
inspection. They recommended every
third cycle be an in-depth hands-on
sounding inspection including nondestructive and destructive testing.
Additionally, they commented that
following the Central Artery Tunnel
collapse, they divided inspections into
two categories: critical and non-critical.
Critical areas were defined as areas that
could cause loss of life or injury if they
failed. They suggested that critical areas
should be inspected annually, with noncritical areas being inspected every 2
years.
The ACEC supported a risk-based
inspection process with a minimum
frequency of 2 years. For the more
frequent inspections identified in
§ 650.511(b)(2) and the damage, indepth, and special inspections in
§ 650.511(c), they stated the regulation
should clarify the need to specifically
assess critical areas, such as structural
elements or functional systems where
failure would pose a life or safety issue.
The FHWA Response: The NPRM and
this SNPRM propose a regular interval
of 24 months between routine
inspections. Section 650.513 of the
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proposed rule would require owners to
establish inspection intervals in
accordance with the complexity and
specific characteristics of each tunnel to
ensure that critical areas are inspected
appropriately. The in-depth and special
inspections are intended to cover
situations where inspections need to be
performed more frequently or a
component requires a more thorough
inspection. Guidance for this would be
provided through reference manuals
and be left to the discretion of the owner
considering the age, complexity, and
other factors, such as manufacturer
recommendations.
The VDOT and AASHTO
recommended revising the introductory
language of § 650.511 to read: ‘‘Each
State transportation department or
Federal agency tunnel inspection
organization must conduct or cause the
following to be conducted for each
tunnel described in § 650.503’’ in order
to clarify whether State and local
tunnels are included.
The FHWA Response: The FHWA
agrees with this comment and has
revised § 650.511 so that it is consistent
with these comments and the provisions
of MAP–21.
The VDOT recommended revising
§ 650.511(a) to require an initial
inspection within 60 months of the
effective date of the rule and to permit
an inspection that occurred within the
60 months prior to the effective date of
the rule to be accepted as the initial
inspection.
The AASHTO commented that the
current 12 months for initial inspection
in the NPRM will be difficult to comply
with if remaining tunnels within State
borders have not received initial
inspections in accordance with the
NTIS. They note that if a tunnel was
inspected prior to the effective date, the
previous inspection should be
sufficient. The AASHTO recommended
changing the 12 month initial
inspection requirement to 24 months,
and permitting an inspection within 24
months of the effective date to serve as
the initial inspection. The PennDOT
similarly commented that the inspection
of a tunnel conducted per the HRTTIM
within 24 months of the effective date
of the rules should be accepted as the
initial inspection.
The MassDOT and AASHTO both
inquired about the timeframe for
performing an initial inspection for a
new tunnel.
The FHWA Response: There would be
two instances of initial inspection. The
first instance would be for existing
tunnels having their first inspection
under the NTIS. The second instance
would be for tunnels completed after
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the NTIS become regulation. With
regard to existing tunnels, FHWA
recognizes that several tunnel owners
have been performing inspections prior
to this rulemaking and that there is a
desire to use an inspection performed
within a reasonable timeframe prior to
the effective date of the rule as meeting
the initial inspection requirement.
While we commend these owners for
their efforts and recognize that several
items of the NTIS may have been met
during these inspections, the NTIS
would also require items be recorded for
the National Tunnel Inventory. Because
of these items and a need to fulfill all
of the other requirements of the NTIS,
FHWA believes an initial inspection
should be performed after this
rulemaking becomes effective. To
decrease the initial inspection burden
on States, however, FHWA proposes to
increase the timeframe for initial
inspections from 12 to 24 months.
Additionally, the second instance of
tunnels completed after the NTIS
become regulation should have an
initial inspection performed prior to
opening to traffic.
The VDOT expressed concern that
States would have difficulty funding the
proposed tunnel inspection frequency
and recommended revising
§ 650.511(b)(1) to read: ‘‘Provide an upclose or in-depth inspection of the civil/
structural elements of the tunnels at
regular intervals not to exceed 5 years.
Provide an up-close or in-depth
inspection of the operational systems at
regular intervals of 24 months. It may be
beneficial to consider a risk-based
approach to provide enhanced safety to
the program in an effective manner.’’
The VDOT also recommended FHWA
consider an incremental
implementation of the program to give
States an opportunity to plan for the
program changes. Additionally, VDOT
recommended revising § 650.511(b)(2)
until more comprehensive guidelines
are developed as follows: ‘‘Inspect each
tunnel at regular intervals not to exceed
60 months to ensure tunnel structural
elements and functional systems are
performing as designed, and document
the inspection using procedures
developed by the owner.’’
The FHWA response: The FHWA
disagrees with the recommendation to
allow intervals of 60 months between
inspections. The similarities between
bridge and tunnel construction
materials and associated deterioration
mechanisms, design methodologies, and
inspection technologies and protocols,
along with the long-standing success of
a 24-month inspection interval under
the NBIS, all support the establishment
of a 24-month inspection interval for
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routine tunnel inspections.
Additionally, the average inspection
interval from the 40 responders to the
2003 FHWA survey was approximately
24 months. The majority of commenters,
including AASHTO, support the 24month inspection interval. Additionally,
tunnel inspections at this interval will
help to proactively identify and address
maintenance needs in order to preserve
the Federal investment in such key
infrastructure. The FHWA believes that
60 months is too long of an interval
between inspections to reliably identify
and correct safety issues; however,
§ 650.511(b) has been revised to allow
for routine inspection intervals of up to
48 months with FHWA approval. These
inspections should be documented
according to the procedures detailed in
§ 650.513. Additionally, MAP–21
requires inspection and inventory of all
highway tunnels on public roads.
Although no dedicated funding is
provided for these inspections, it is an
eligible use of funds under several
programs established by MAP–21.
Consequently, it is the responsibility of
the owners to inspect or cause to be
inspected all tunnels for which this rule
applies.
650.513 Inspection Procedures
This section has been updated to
reflect changes in the incorporated
reference for the proposed rule,
acceptable timeframes for the load
rating and posting of a tunnel, the
reporting of critical findings, as defined
in 23 CFR 650.305, and how State
compliance will be assessed.
A private individual and an
anonymous commenter noted that the
NTIS should specify the specialized
equipment to be used while performing
tunnel inspections in order to promote
worker safety. The anonymous
commenter also recommended the NTIS
address worker safety.
The FHWA response: The FHWA
believes that it is the responsibility of
the tunnel Program Manager to
determine what specialized equipment
would be needed to carry out the tunnel
inspection program. Special equipment
needs should be documented in the
procedures. Additionally, inspector
safety procedures should be a part of
any tunnel inspection program.
Appropriate Federal, State, and local
regulations, including OSHA
regulations and standards, must be
adhered to when conducting tunnel
inspections.
Various commenters, including
NFPA, PB Americas, and the Seattle
Fire Department requested that various
publications other than the HRTTIM be
referenced in the NTIS. These include
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referencing the NFPA codes, the
AASHTO T–20 Manual, the FHWA
TOMIE Manual, and the FHWA 2009
Technical Manual for Design and
Construction of Road Tunnels.
The FHWA Response: The TOMIE
Manual is now proposed to be
incorporated by reference in place of the
HRTTIM. The FHWA will not be
incorporating the FHWA Technical
Manual for Design and Construction of
Road Tunnels or the AASHTO T–20
Manual by reference; however, tunnel
owners are encouraged to use these
manuals and the NFPA 502 as part of
their inspection programs and these
manuals are mentioned as providing
guidance for conducting tunnel
inspections in § 650.517 of the proposed
rule.
The AASHTO and VDOT further
recommended that the language of
§ 650.513(a) be revised to read: ‘‘Inspect
tunnel structural elements and
functional systems in accordance with
the inspection guidance provided in the
Highway and Rail Transit Tunnel
Inspection Manual (incorporated by
reference, see § 650.517) for in-depth
inspections and in accordance with the
procedures developed by the owner for
routine, drainage and special
inspections.’’
The FHWA Response: The HRTTIM
has been replaced by the TOMIE
Manual as the manual to be
incorporated by reference. The FHWA
believes that the TOMIE Manual
provides inspection guidance that can
apply to all levels of inspection
including in-depth, routine, and special.
The NFPA, the Seattle Fire
Department, and AASHTO suggested
that the NTIS recommend or list specific
systems/elements that should be
inspected. These commenters expressed
a concern that inspection requirements
relative to fire and life safety systems
were not properly addressed in the
NTIS. The commenters suggested that
testing requirements of functional
systems be included in the NTIS. The
AASHTO further commented that
functional system testing requirements
should only apply to mechanical/
electrical systems.
The FHWA Response: The FHWA
believes that inspection of fire and life
safety systems is a critical aspect of any
tunnel inspection program. The
inspection requirements for these
components are adequately addressed in
the TOMIE Manual. Under the proposed
rule, the tunnel owner and Program
Manager are responsible for developing
more specialized inspection procedures
that cover the inspection of components
unique to a specific tunnel. The FHWA
believes that the definition of functional
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systems as contained in § 650.505 is
appropriate, as the components
contained within the definition of
functional systems for a complex tunnel
go well beyond just electrical and
mechanical systems and appropriately
include ventilation and fire suppression
and warning systems, as well as the
additional components included in
§ 650.505.
The FHWA does not believe that the
NTIS needs to be overly prescriptive in
defining specific inspection
requirements for various tunnel
elements or components. The NTIS is
meant to provide national requirements
relative to tunnel inspection and
reporting, and allows tunnel owners and
inspection program managers the
flexibility to develop inspection
procedures that fit the needs and
complexity of unique tunnels, including
system and component testing. Tunnel
owners would be encouraged to develop
inspection and maintenance manuals
for various functional systems as part of
the original design, and incorporate
those maintenance manuals into the
overall tunnel inspection procedures.
The AASHTO commented that the
requirement that tunnel-specific
inspection procedures be developed for
each tunnel inspected and inventoried
should not apply to simple rural
tunnels.
The FHWA Response: While the
breadth of required procedures are not
defined in the NTIS, FHWA still
maintains that no matter how simple a
rural tunnel might be, inspection
procedures of some kind should be
developed.
The ACEC recommended including a
statement in the NTIS that inspection
reports should be prepared with care
and skill. The ACEC also commented
that the NTIS should make clear that
inspection reports are for the exclusive
use of the tunnel owner.
The FHWA Response: The FHWA
assumes that the inspection reports
would be prepared with care and skill.
Deficient reports would certainly be
noticed and corrected by the Team
Leader or Program Manager.
The FHWA understands that
dissemination of the information might
be a concern of tunnel owners; however,
the rule requires that inspection and
inventory information be submitted to
FHWA to fulfill the proposed
requirements of this regulation. Tunnel
owner dissemination of reports beyond
the required submission to FHWA is
outside the scope of this rulemaking.
The AASHTO expressed concern
relative to FHWA Division oversight of
the NTIS requirements.
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The FHWA Response: The FHWA is
proposing to use a data-driven, riskbased oversight process similar to that
associated with the NBIS.
The AASHTO requested that tunnels
with at-grade internal roadways and
with no overhead roadways should be
exempted from the load rating
requirement. The AASHTO and VDOT
further suggested that § 650.513(g) be
revised to read, ‘‘Rate each tunnel,
which carries live load above and
within the influence area of the tunnel
roof or lining or carries traffic within the
tunnel on a structural system, as to its
safe vehicular/non-vehicular loadcarrying capacity in accordance with the
AASHTO Manual for Bridge Evaluation.
Post or restrict the highways in or over
the tunnel in accordance with this same
manual unless otherwise specified in
State law, when the maximum
unrestricted legal loads or State permit
load exceed that allowed under the
operating rating or equivalent rating
factor.’’
The FHWA Response: The FHWA has
modified the proposed rule at
§ 650.513(g) to exempt at-grade
roadways within tunnels from the NTIS
load rating requirement in response to
AASHTO’s comment. The FHWA has
also added a definition of at-grade
roadway to § 650.505 of the NTIS.
Further explanation is contained in the
analysis for § 650.505—Definitions. The
FHWA believes the addition of this
definition will clarify what structural
elements contained within a tunnel are
intended to be load rated. Additionally,
FHWA does not believe that dropping
the word ‘‘routine’’ relative to load
posting restrictions is required to clarify
the intent of these regulations.
The AASHTO requested that Quality
Control/Quality Assurance (QC/QA)
requirements be developed in
consultation with AASHTO. The VDOT
proposed revising subsection (i) to read
‘‘Conduct systematic quality assurance
of tunnel inspections and ratings in
accordance with the owner’s quality
assurance program. Include periodic
field review of inspections and
independent review of inspection
reports and computations in the owner
developed program.’’
The FHWA Response: The FHWA
agrees and will work with AASHTO to
develop QC/QA guidelines. The FHWA
disagrees with the proposed language
from VDOT because it does not
specifically address Quality Control.
The AASHTO and VDOT
recommended that FHWA develop
inventory reporting format guidelines
for the NTIS similar to the NBIS
Structural Inventory and Appraisal
(SI&A) sheets. The AASHTO and VDOT
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further recommended that § 650.513(h)
be revised so that written reports are
maintained for in-depth, routine, and
special tunnel inspections.
The FHWA Response: The FWHA
agrees with AASHTO and VDOT
concerning developing inventory
reporting guidelines. The FHWAapproved reporting formats are included
in the NTIS docket and available on the
FHWA Web site at www.fhwa.dot.gov/
bridge/tunnel/library.htm.
Section 650.513(h) of these
regulations would require that written
reports on the results of tunnel
inspections, together with notations of
any action taken to address the findings
of such inspections, be maintained. It
was intended that this language apply
broadly to the types of inspections
performed: initial, routine, in-depth,
and special inspections.
The AASHTO and VDOT suggested
annual reporting of critical findings and
corrective actions taken to resolve or
monitor the same. They further suggest
that a critical finding be considered a
system with a general condition rating
of ‘‘3’’ or less.
The FWHA Response: The FHWA has
revised the reporting requirement to
ensure that critical findings, as defined
in 23 CFR 650.305, are addressed in a
timely manner. The regulation proposes
that FHWA be notified within 24 hours
of any critical finding and the activities
taken, underway or planned to resolve
or monitor the critical finding.
Additionally, the regulation proposes an
annual written report to FHWA with a
summary of the current status of the
resolutions for each critical finding
identified within that year along with
any critical findings that remain
unresolved from a previous year.
The FHWA believes that the
definition of a critical finding would be
limited by adding the language
proposed by the commenters. While it is
generally accepted that a system,
element, or component with a condition
rating of ‘‘3’’ or less would be in poor
condition, condition rating systems can
change. Additionally, a system, element,
or component with a condition rating of
‘‘3’’ or less might not warrant being
classified as a ‘‘critical finding.’’ For
example, a sidewalk may have
deterioration that would warrant a
condition rating of ‘‘3’’ or less, but could
adequately be addressed or repaired by
the tunnel owner without requiring
reporting to FHWA. The intent of this
portion of the proposed regulations is to
provide a reporting mechanism to
FHWA of the most extreme and critical
structural, component, or system
deteriorations or failures that could be
a threat to the traveling public’s safety
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and well-being. Further, this portion of
the proposed rule seeks to ensure that
severe conditions are addressed in a
timely and appropriate manner through
oversight and partnership with FHWA.
The FHWA believes that the current
wording of this proposed rule
adequately fulfills this intent.
The AASHTO and VDOT suggested
that FHWA revise § 650.513(f) to require
initial, routine, and in-depth tunnel
inspections be done with qualified staff
not associated with operation or
maintenance of the tunnel structure, but
that this requirement should not apply
to drainage inspections.
The FHWA Response: The FHWA
agrees that these proposed regulations
should not apply to drainage
inspections not associated with an
initial, routine, in-depth, or special
inspection. However, FHWA declines to
incorporate this suggested change to
subsection (f), which addresses
inspection broadly and states that the
inspection must be performed by
personnel separate and apart from the
operation and maintenance of the
tunnel. This requirement is intended to
provide an outside perspective from an
unbiased inspector, but it does not
preclude operation and maintenance
personnel from contributing to the
inspection. Tunnel owners would be
required by this rule to develop
inspection procedures for all types of
inspections that would be implemented
by qualified staff.
The AASHTO commented that
§ 650.513(h) be revised so that the
requirements to prepare inspection
documentation using the HRTTIM
should apply only to in-depth
inspections.
The FHWA Response: The HRTTIM
has been replaced by the TOMIE
Manual as the manual incorporated by
reference with guidance on inspection
documentation. The FHWA believes
that the guidance contained in the
TOMIE Manual should apply to all
levels of inspection and not be limited
to just in-depth inspections. The TOMIE
Manual provides guidance for
documenting inspections that FHWA
believes would add consistency and
value to asset management efforts.
650.515 Inventory
This section has been amended to
direct owners and responsible parties to
FHWA-approved recording and coding
guidance for the purpose of assembling
tunnel inventory information.
The NFPA recommended that tunnel
inspection records be kept for 10 years
or four inspection cycles, whichever is
longer. The NFPA further suggested that
the rule should establish variable record
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keeping requirements based on the
different inspection cycles for different
types or groups of tunnels.
The FHWA Response: For the benefit
of knowing the history of previous
rehabilitation and repair works, FHWA
believes it is necessary to keep tunnel
records for the life of the tunnel, which
is consistent with the AASHTO Manual
for Bridge Evaluation recommendation
for bridge records. This information is
typically of high value in preparing
inspection plans and maintenance
actions. Tunnel owners would be
required to prepare inspection reports as
specified in § 650.513(h). Inspection
cycle is discussed in § 650.511,
Inspection Interval.
The NFPA recommended a unique
and meaningful tunnel ID system for
each and every tunnel.
The FHWA Response: The FHWA
agrees that each tunnel needs a unique
ID and will provide guidance on how to
generate these unique IDs similarly to
how owners generate the unique IDs
assigned to bridges under the NBIS.
The ASCE expressed support for the
requirement that each Federal agency or
State complete an inventory of tunnels
in their jurisdictions within 30 days of
the adoption of a final rule. The VDOT
recommended that FHWA change the
target for submission of the preliminary
inventory from 30 days to within 90
days of the effective date of the rule.
Caltrans indicated that it is unrealistic
to expect that all tunnels will be
inventoried and the results reported to
FHWA within 30 days of the effective
date of the rule.
The FHWA Response: The FHWA
understands the concern with
completing the preliminary tunnel
inventory within 30 days of the effective
date of this rule and has changed the
reporting requirement from 30 days to
120 days in § 650.515(a).
The VDOT recommended that State
DOTs should have the option of using
data from their existing inspection
procedures to rate the structural and
functional conditions in their tunnels,
converting the data from their existing
condition rating system to the NTIS
format, and submitting the data to
FHWA within 120 days of the effective
date of this rule instead of using the
HRTTIM chart.
The FHWA Response: For the purpose
of the preliminary data submission,
FHWA agrees that existing data can be
used if submitted in the proper format.
However, to ensure a uniform approach
and criteria are used to inspect all
tunnels subject to this rule, FHWA is
proposing not to allow previous
inspection data to be used for the NTIS
initial routine inspection.
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The ASCE recommended including
information on portals, geometric
ground conditions, lane clearances, and
other geodata, and a complete
description of the mechanical systems
in the inventory.
Caltrans also suggested FHWA
develop a tunnel inventory system to be
compatible with existing National
Bridge Inspection (NBI) coding
framework. The MassDOT strongly
recommended that FHWA develop a
standard reporting format with standard
coding conventions and codes for
reporting tunnel inventory data, in the
same manner as the SI&A sheet
functions for bridges, before requiring
the submission of the preliminary
inventory. The MassDOT noted that a
tunnel may be divided into segments
due to its length and many segments
may not have a portal feature. The
MassDOT recommended that FHWA
take into account such a segmentation of
tunnels for inventory, inspection, and
maintenance purposes.
The FHWA Response: The FHWA
would develop and provide guidance
for a tunnel inventory system consistent
with the NBI format which would
permit segmenting of a tunnel at the
discretion of the owner.
The Seattle Fire Department
recommended collecting comprehensive
data for fire and life safety systems at
the time of installation or in the planned
inspections in the first 12 months, and
collecting a separate set of information
regarding ‘‘design assumptions’’ or the
basis of design. The Seattle Fire
Department proposed adding a new
paragraph under § 650.515(a) to address
‘‘Fire and Life Safety Systems and Basis
of Design.’’ Information collected under
this proposal would include component
level inventory of fire and life safety
systems, such as fire detection,
notification, fire suppression,
ventilation, exiting, and systems that are
electronically controlled or monitored
by the fire and life safety system. In
addition, the Seattle Fire Department
proposed collecting information about
the assumptions made during initial
design and subsequent modifications to
fire and life safety systems, including
the fire size, fire growth rate, smoke
propagation, and evacuation time.
The FHWA Response: Section
650.513(c) would require that design
assumptions are considered when
establishing tunnel-specific inspection
procedures. Therefore, as information
on the design of the functional systems
is needed to meet the requirements of
this section, FHWA does not believe it
is necessary to add ‘‘Fire and Life Safety
Systems and Basis for Design’’ to
§ 650.515(a).
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The AASHTO recommended that
FHWA establish a data format in
consultation with AASHTO. The
AASHTO suggested this format should
be similar to the national bridge SI&A
geometric data so that the two
inventories can be seamlessly
integrated. The AASHTO also suggested
that the tunnel owner rate the structural
and functional system in its tunnels
from 0 to 9 in accordance with the
HRTTIM, or convert the data from their
existing condition rating system to the
NTIS format and submit the data to
FHWA within 3 years of the effective
date of this rule.
The FHWA Response: The FHWA
understands AASHTO’s concerns but
proposes to require that all tunnels be
inspected and rated according to the
TOMIE Manual until other guidelines
become available. The tunnel owners
would need to submit a preliminary
tunnel inventory within 120 days and
perform an initial routine inspection of
each tunnel within 24 months of the
effective date of this rule or prior to the
tunnel opening to traffic as specified in
§ 650.511(a)(1). To avoid any duplicated
efforts, FHWA deleted § 650.515(b),
Preliminary assessment of tunnel
condition. The information must be
reported to FHWA using approved
forms included in the NTIS docket and
available on the FHWA Web site at
www.fhwa.dot.gov/bridge/tunnel/
library.htm.
650.517 Incorporation by Reference
The VDOT and AASHTO
recommended that the HRTTIM be
updated and revised to be more
reflective of the tunnel types, functional
systems, and environments that are
typically found in highway tunnels, if it
is to serve the same function under
these regulations as the Bridge
Inspection Reference Manual does
under the NBIS. The VDOT also
recommended that FHWA revise the
rule to remove any reference to specific
editions.
Numerous commenters noted that the
HRTTIM needs to be updated to better
address inspection of electrical and
mechanical components and should be
revised to include an element level
rating system. PB Americas commented
that the current HRTTIM is inadequate
and so should not be included. Instead,
PB Americas suggested using the 2009
FHWA Technical Manual for Design
and Construction of Road Tunnels—
Civil Elements, (FHWA Tunnel Manual)
and the AASHTO Technical Manual for
Design and Construction of Road
Tunnels—Civil Elements, First Edition
(AASHTO Tunnel Manual). The NFPA
recommended that the rule reference
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NFPA 502: Standard for Road Tunnels,
Bridges, and Other Limited Access
Highways (2008 edition).
The FHWA response: The FHWA
acknowledges that various commenters
have suggested updating the HRTTIM.
The FHWA agrees and is now proposing
to incorporate by reference the TOMIE
manual. The FHWA will not be
incorporating the FHWA or AASHTO
Tunnel Manuals by reference since the
main focus of these manuals is design
and construction of road tunnels;
however, tunnel owners are encouraged
to use these manuals, and the NFPA
502: Standard for Road Tunnels,
Bridges, and Other Limited Access
Highways (2008 edition) as part of their
inspection programs. A new section,
650.519 Additional materials, has been
created to reference these recommended
documents and to differentiate them
from the material incorporated by
reference in the regulatory text.
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Comments on Notice of New
Information Collection
The FHWA issued a Notice and
Request for Comments on June 14, 2010,
(75 FR 33659) to solicit public
comments regarding FHWA’s request for
the Office of Management and Budget’s
(OMB) approval of new information
collection. The FHWA reviewed and
analyzed the comments received in
response to the Request for Comments.
The FHWA received comments on the
docket from 4 commenters, including: 3
State DOTs (New York DOT (NYSDOT),
Ohio DOT (ODOT), and VDOT) and 1
organization (AASHTO).
I. Estimate of Burden:
The VDOT, ODOT, and AASHTO
commented that the 8 hour burden
estimate is low.
The ODOT and AASHTO commented
that despite the fact that States are
already inspecting their tunnels, the
burden on States may still be high
because States use different formats that
may not be easily adapted to the
national standard. The ODOT and
AASHTO noted that the estimate of
effort must also include: an initial effort
of at least 1 year to set up systems to
collect and store required data, time for
training, and increased time for
collecting data. They noted that only
simple tunnels are likely to require only
8 hours.
The VDOT, ODOT, and AASHTO
commented that the Request for
Comment doesn’t give details of the data
items that will be required. They noted
that without more detail, it is
impossible to evaluate the time required
for collection, management, and
reporting.
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The VDOT and AASHTO commented
that they cannot adequately assess the
level of effort because the Request for
Comments did not provide details
regarding data storage, data formatting,
or data submittal.
The FHWA Response: The FHWA
understands the ODOT, VDOT and
AASHTO concerns about the burden to
collect and report data. There are two
data collection burdens in the proposed
rule: preliminary inventory data and
tunnel inspection data from either an
initial or subsequent routine inspection.
The Request for Comments published in
2010 only requested comments on the
collection of the preliminary inventory
data. The estimate has now been
expanded to encompass reporting of
subsequent inspection data as required
by MAP–21. The FHWA specifically
requests comments on the revised
information collection included in this
proposed rule.
Since many States are already
inspecting their tunnels, they are likely
to have much of the data needed to
satisfy the preliminary inventory data
collection burden. Likewise, since many
States are already collecting and storing
inspection data they are likely to
already have much of the data needed
to satisfy the inspection burden. As a
result, FHWA expects that the
additional burden on the States to report
this data, possibly in an altered format,
will be very minimal. However, to allow
States more time to set up systems to
collect and store data in the required
format and to decrease the burden
associated with the collection of initial
inspection data, FHWA is increasing the
timeframe for initial inspection from 12
to 24 months in the proposed rule and
eliminating the requirement to provide
preliminary condition data.
The Request for Comment (75 FR
33659) listed the preliminary inventory
data that FHWA proposes to collect to
establish the National Tunnel Inventory
(NTI). The proposed tunnel inspection
data is detailed in the Specifications for
National Tunnel Inventory. Both the
proposed preliminary inventory data
form and the Specifications for the
National Tunnel Inventory are available
for review at: www.fhwa.dot.gov/bridge/
tunnel/library.htm.
It is the intent of FHWA to provide
guidance on data formatting and data
submittal prior to the implementation of
the proposed rule. States will have the
individual discretion to decide on the
data storage solutions that best fit their
program.
Finally, FHWA specifically requests
that tunnel owners provide estimates of
time to collect and report the inventory
and inspection data in their comments
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46131
so that a more detailed analysis can be
made of the burden on States.
The AASHTO commented that data
on interior tunnel structural features is
not commonly stored in a readily
available format and will be especially
difficult to collect for older tunnels.
The FHWA Response: The FHWA
maintains that 120 days is a reasonable
period of time for the collection and
submission of preliminary tunnel
inventory data including data on the
interior tunnel structural features.
However, for older tunnels where data
on interior tunnel structural features is
not readily available or difficult to
collect, States are encouraged to begin
identifying that data in order to ease the
burden of responding to the preliminary
inventory data submission requirement
within the specified time frame.
II. Technical comments:
The VDOT, ODOT, and AASHTO
commented that the NTIS should
specify data flat file format and provide
an ‘‘edit/update’’ computer application
similar to the NBIS.
The VDOT, ODOT, and AASHTO
noted that the FHWA should prepare
the tools to store and submit data before
implementing data collection.
The FHWA Response: The FHWA is
developing a data file format to be used
for NTI data submissions. Data quality
checks similar to those conducted on
NBI submittal data files will be
developed to ensure data quality. It is
the intent of FHWA to provide guidance
on preliminary inventory data
submittals prior to the implementation
of the proposed rule. The FHWA will
also provide guidance to the States on
how to appropriately submit routine
data before these submittals are due.
States will have the individual
discretion to decide on the data storage
solutions that best fit their program.
The VDOT recommends that FHWA
develop a template using forms or
spreadsheets that can be easily
populated for responses in order to
minimize the burden on States. The
VDOT recommends that the template be
created in an easy format for State-byState review and comparison.
The FHWA Response: The FHWA
plans to use the Preliminary Tunnel
Inventory Data Form (included in the
NTIS docket and available on FHWA
Web site at www.fhwa.dot.gov/bridge/
tunnel/library.htm) to collect the
required preliminary inventory data.
The Specifications for the National
Tunnel Inventory provide more details
about and guidelines for formatting,
collecting and reporting inventory data
to FHWA.
The FHWA is developing a data file
format to be used for NTI data
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submissions. Individual State data
submissions could be used for State-byState reviews and comparisons.
III. Use of ‘‘OneDOT’’ for reporting:
The ODOT and the AASHTO
commented that ‘‘OneDOT’’ is not
designed to record inventory style data.
They suggest including the data in a
comment field or, preferably,
constructing a table within ‘‘OneDOT.’’
The FHWA Response: The proposed
rule does not require tunnel owners to
use any existing software or method to
record inventory data. The FHWA is
developing the Specifications for the
National Tunnel Inventory (NTI) and
the software tools needed to submit and
store data as required by the proposed
rule. It is the intent of FHWA to make
those tools available prior to the
implementation of the proposed rule.
IV. Information to include in the
inventory:
The VDOT and NYSDOT proposed
that the inventory include information
on tunnel systems, such as tunnel
ventilation and fire suppression.
The VDOT proposed that the
inventory include information about
emergency response, including fire
response times, the responsible agency
for providing fire response, and whether
the tunnel facility is regulated or
unregulated for hazardous materials.
The VDOT suggested that the
inventory include a list of points of
contact for State tunnel facilities in
order to facilitate interaction among the
States.
The FHWA Response: The
Specifications for the National Tunnel
Inventory detail the type of data to be
collected on ventilation and fire
suppression systems as well as whether
a tunnel is regulated or unregulated for
hazardous material. However, FHWA
does not feel it is necessary to include
data on emergency response, including
fire response times, the responsible
agency for providing fire response, and
a list of points of contact for State
tunnel facilities in the NTI. The FHWA
believes that the suggested data is very
important to the operation of the facility
and should be readily accessible by the
State from their records, but is not
needed at the national level.
V. Numbering System/‘‘Portal
Milepost’’:
The VDOT and AASHTO commented
that the ‘‘Portal Milepost’’ is not a
common locator for all agencies. The
AASHTO suggested that FHWA allow
States to substitute a Bridge
Management System Number or other
common locating system for the Portal
Milepost.
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The VDOT, ODOT, and AASHTO
suggested the use of a national
numbering system.
The FHWA Response: The FHWA
appreciates the comment. The proposed
rule no longer requires the reporting of
‘‘Portal Milepost’’ data as part of the
basic tunnel information to be collected.
The Specifications for the NTI will
require that the linear referencing
system (LRS) as defined by the State for
the Highway Performance Monitoring
System, be used to identify the location
of each tunnel on their highway
network.
The FHWA does believe that each
tunnel will need a unique ID. However,
in lieu of a national numbering system,
FHWA will provide guidance on how to
generate these unique IDs similarly to
how owners generate the unique IDs
assigned to bridges under the NBIS.
VI. Definition of ‘‘Tunnel’’:
The NYSDOT recommended that the
rule provide a clear definition of
‘‘tunnel’’ and ‘‘bore.’’ The NYSDOT
noted that cut-and-cover tunnels should
be included in the inventory, but that
use of the term ‘‘bore’’ could eliminate
them.
The NYSDOT commented that many
structures that could be inventoried as
tunnels are already classified as bridges
in the NBIS. The NYSDOT
recommended that the NTIS should not
supersede these NBIS bridges.
The NYSDOT commented that the
rule needs to define the maximum
distance between bores of the same
tunnel. The NYSDOT recommended
that bores with distance greater than the
maximum be inventoried as separate
tunnels.
The FHWA Response: The proposed
rule defines a ‘‘tunnel’’ in section
650.505 as an enclosed roadway for
motor vehicle traffic with vehicle access
limited to portals, regardless of type of
structure or method of construction.
Cut-and-cover refers to a method of
construction for a tunnel. Therefore,
tunnels constructed with the cut-andcover method that meet all the other
criteria of the tunnel definition would
be subject to the requirements of the
proposed rule.
The proposed rule states that a
structure shall be inspected and
inventoried under either the NBIS or the
NTIS, but not both. The proposed rule
allows owners to determine if a
structure in their inventory is a tunnel
or a bridge based on the guidance
included in the NBIS and the NTIS.
The term ‘‘bore,’’ which is generally
associated with a type of tunnel
construction, is also used to identify the
individual roadway enclosures of a
tunnel. The FHWA does not believe it
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is necessary to establish a maximum
distance between bores of a tunnel for
inventory purposes. Inventorying
individual bores of a tunnel as separate
tunnels is being left to the discretion of
the owner.
VII. Responsibility for inspection and
reporting:
The ODOT and AASHTO
recommended that the rule provide
clear guidelines on inspection
responsibility, particularly for State
DOTs and for tunnels owned by Federal
agencies. The AASHTO questioned
whether the inventory is limited to only
highway tunnels, or whether it includes
railroad and pedestrian walkway
tunnels as well.
The NYSDOT commented that it
doesn’t own any tunnels in the State
and will have to rely on tunnel owners
for information to report to FHWA.
The FHWA Response: The proposed
rule will apply to all structures defined
as highway tunnels on all public roads,
on and off Federal-aid highways,
including tribally and federally owned
tunnels. Under title 23, the FHWA’s
primary relationship in a State is with
the State DOT. Therefore, the State DOT
would be legally responsible for
fulfilling the requirements of these
proposed regulations within its State’s
boundaries. If current legal authority is
not present within a State to carry out
this responsibility, the State DOT
should seek that authority. As a result
of this proposed rule, State DOTs would
be responsible for the implementation of
the proposed rule on all applicable
tunnels within their States with the
exception of tribally and federally
owned tunnels as discussed in the
section-by-section analysis for
§ 650.505.
The proposed rule does not apply to
tunnels exclusively used by railroads or
pedestrians.
VIII. Define ‘‘Preliminary Condition
Data’’:
The NYSDOT and AASHTO
commented that the standards need to
define ‘‘preliminary condition data’’ in
order to correctly determine the level of
effort needed to collect and submit the
data.
The FHWA Response: The proposed
rule no longer requires ‘‘preliminary
condition data’’ be collected or
submitted. The proposed rule would
require that all tunnels be inspected
according to the TOMIE Manual until
other guidelines become available. The
collection and submission of condition
data is expected as a part of these
inspections. Tunnel owners will still
need to submit preliminary inventory
data within 120 days of the effective
date of this rule. To avoid any
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duplicated efforts, FHWA deleted
§ 650.515(b) from the proposed rule
which required the submission of data
indicating a preliminary assessment of
tunnel condition.
IX. General Comments:
The AASHTO recommended that
FHWA not be too prescriptive on the
information it wants and that it allow
some flexibility.
The FHWA Response: The FHWA
appreciates the comment. The proposed
rule will require that all tunnels be
inspected according to the TOMIE
Manual and the Specifications for the
National Tunnel Inventory. These
guidelines will ensure that the data
received from across the country is
adequately consistent to identify
national trends in performance and
demonstrate the linkages between
Federal transportation expenditures and
transportation agency programmatic
results.
The AASHTO commented that the
NCHRP Report titled ‘‘Best Practices for
Implementing Quality Control and
Quality Assurance for Tunnel
Inspection’’ would be helpful in the
development of the national inspection
program for tunnels.
The FHWA Response: The FHWA
appreciates and agrees with the
comment that the NCHRP Report titled
‘‘Best Practices for Implementing
Quality Control and Quality Assurance
for Tunnel Inspection’’ would be
helpful in the development of the
national inspection program for tunnels.
This document was considered during
the development of the proposed rule.
Executive Order 12866 (Regulatory
Planning and Review), Executive Order
13563 (Improving Regulation and
Regulatory Review), and DOT
Regulatory Policies and Procedures
The FHWA has determined that this
proposed rule constitutes a significant
regulatory action within the meaning of
Executive Order 12866 and is significant
within the meaning of the DOT
regulatory policies and procedures. This
action complies with Executive Orders
12866 and 13563 to improve regulation.
This action is considered significant
because of widespread public interest in
the safety of highway tunnels, although
not economically significant within the
meaning of Executive Order 12866.
Current Cost of Tunnel Inspections
Having received relatively few
comments at the ANPRM stage
regarding costs and mindful of the
potential cost implications of the
proposed rule, in the NPRM, FHWA
renewed its specific request for
information regarding estimated or
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actual costs associated with tunnel
inspections, particularly the typical
inspection costs per linear foot of
tunnel. In addition, the FHWA
requested comments regarding the
anticipated increased costs the proposed
NTIS would impose on tunnel owners.
Only WSDOT commented on the cost of
tunnel inspections in response to the
NPRM. The WSDOT stated that the
budget for the recently completed
mechanical and electrical in-depth
inspection of the MLK Lid and Mount
Baker Ridge Tunnel was $409,500 for
the consultants alone. The WSDOT was
in the process of negotiating a scope of
work and cost estimate for a similar
inspection in the spring for the Mercer
Island Tunnel and the Convention
Center, which was expected to be of
similar magnitude. While FHWA
appreciates WSDOT providing such
information, it is unclear from the
information received what the scope of
the work and inspection for this
particular tunnel would be. Without
further information on the length of the
tunnel, the complexity of the design,
and the number and type of functional
systems, it is difficult to determine if the
numbers provided by WSDOT fall
within the anticipated cost range FHWA
has outlined below. As a result of this
lack of information and the broadened
scope of the proposed rule, FHWA
renews its request for estimated or
actual costs associated with tunnel
inspections, particularly the typical
inspection costs per linear foot of
tunnel. In addition, FHWA specifically
requests information on the following:
(1) The average number of critical
findings that are identified during
inspections, (2) the average cost of
fixing critical findings that are
identified during inspections, (3) cost
savings associated with the repair of
critical findings, (4) costs
(administrative, economic, and any
other) associated with closing tunnels,
roads, etc. in order to conduct
inspections according to the provisions
in this rulemaking, and (5) any other
data the public believes would be
helpful in determining the costs and
benefits associated with addressing
critical findings.
The FHWA’s 2003 tunnel inventory
survey indicates that there are
approximately 45 organizations that
own, operate, and/or maintain
approximately 350 vehicular (highway)
tunnels (bores) in the United States.
These tunnels represent nearly 100
miles—running the distance of
approximately 517,000 linear feet—of
Interstates, State routes, and local
routes. Tunnel inspection costs can vary
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greatly from tunnel to tunnel.
Comments to the ANPRM and NPRM
suggested that current inspection costs
range from $5 to $75 per linear foot per
inspection depending on the complexity
of the tunnel. If we assume that each
highway tunnel includes four lanes,
FHWA estimates that the total current
inspection cost for all tunnel owners
could range between $10,340,000 (4
lanes x 517,000 x $5) and $155,100,000
(4 lanes x 517,000 x $75). This results
in a current estimated average cost range
between $29,542 ($10,340,000/350) and
$443,142 ($155,100,000/350) per tunnel
bore, per inspection. These figures
reflect current costs to inspect and do
not include the additional costs
anticipated to be associated with this
rulemaking.
Costs Effects of the NTIS
Based on data from the 2003 survey,
and subsequent communications the
agency had with two tunnel owners,
only 2 tunnel owners (the Metropolitan
Transportation Authority in New York
and the VDOT), that together own 15
tunnel bores, would be required to
increase their current inspection
frequency as a result of the interval for
inspection required by this action.13
These 2 tunnel owners have inspection
intervals that are longer than the
proposed 24 months, and based on
FHWA’s tunnel inspection cost estimate
range would experience an increase in
costs due to more frequent tunnel
inspections. Using the estimated
inspection cost range for a single tunnel
bore arrived at above ($29,542 to
$443,142), we can estimate the total
aggregate cost increase for the two
tunnel owners not currently inspecting
at the required interval.
Owner A currently inspects at a 10year interval and owns four tunnel
bores. We estimate the current annual
inspection costs for Owner A to be
between $2,954.2 ($29,542/10) and
$44,314.2 ($443,142/10) per tunnel bore.
Under the proposed rule, we estimate
the annual inspection costs for Owner A
to be between $14,771 ($29,542/2) and
$221,571 ($443,142/2) per tunnel bore.
As a result, Owner A would see an
estimated annual cost increase of
between $11,817 ($14,771 ¥$2,954.2)
and $177,257 ($221,571 ¥$44,314.2)
per tunnel bore. For all four tunnel
bores owned by Owner A, we estimate
the current annual inspection costs to be
13 In July 2012, VDOT entered into a 58-year
concession with Elizabeth River Crossings for the
Downtown and Midtown tunnels in southern
Virginia. The concession agreement requires
Elizabeth River Crossings to meet or exceed VDOT’s
standards for tunnel inspections, including tunnel
inspections frequencies.
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between $11,817 (4 x $2,954.2) and
$177,257 (4 x $44,314.2). Under the
proposed rule, we estimate the annual
inspection costs for all four tunnel bores
to be between $59,084 (4 x $14,771) and
$886,284 (4 x $221,571). As a result,
Owner A would see an estimated total
cost increase of between $47,267
($59,084 ¥$11,817) and $709,027
($886,284 ¥$177,257).
Owner B currently inspects at a 7-year
interval and owns 11 tunnel bores. We
estimate the current annual inspection
costs for Owner B to be between
$4,220.3 ($29,542/7) and $63,306
($443,142/7) per tunnel bore. Under the
proposed rule, we estimate the annual
inspection costs for Owner B to be
between $14,771 ($29,542/2) and
$221,571 ($443,142/2) per tunnel bore.
As a result, Owner B would see an
estimated annual cost increase of
between $10,551 ($14,771 ¥$4,220) and
$158,265 ($221,571 ¥$63,306) per
tunnel bore. For all 11 tunnel bores
owned by Owner B, we estimate the
current annual inspection costs to be
between $46,423 (11 x $4,220.3) and
$696,366 (11 x $63,306). Under the
proposed rule, we estimate the annual
inspection costs for all 11 tunnel bores
to be between $162,481 (11 x $14,771)
and $2,437,281 (11 x $221,571). As a
result, Owner B would see an estimated
total cost increase of between $116,058
($162,481 ¥$46,420) and $1,740,915
($2,437,281 ¥$696,366).
Based on the above analysis, FHWA
estimates the current aggregate annual
cost of tunnel inspections for the two
affected tunnel owners to be between
$58,240 ($11,817 + $46,423) and
$873,623 ($177,257 + $696,366). Under
the inspection interval that would be
required by the proposed rule, we
estimate the aggregate annual cost to be
between $221,565 (59,084 + $162,481)
and $3,323,565 ($886,284 + $2,437,281).
As a result, FHWA estimates the
aggregate annual cost increase for the
inspections for the two affected tunnel
owners to range between $163,325 (low)
($221,565 ¥$58,240) and $2,449,942
(high) ($3,323,565 ¥$873,623). The
FHWA notes that each tunnel owner
must collect and submit inventory data
information for all tunnels subject to
this proposed rule within 120 days of
the effective date and when requested
by FHWA in the future. The total
estimated cost to collect, manage, and
report preliminary inventory data is
$56,160 (2,808 hours @ $20/hour =
$56,160). As a result, FHWA estimates
the total aggregate annual cost increase
for the inspections for the two affected
tunnel owners to range between
$219,485 (low) ($163,325 + $56,160)
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and $2,506,102 (high) ($2,449,942 +
$56,160).
The FHWA expects that the overall
increase in costs of inspecting tunnels
would be modest, as the vast majority of
tunnel owners already inspect at the 24month interval proposed by the NTIS.
However, FHWA does not have
sufficient information regarding the cost
increase from the rest of the provisions
of the rulemaking such as fixing critical
defects and closing tunnels and roads in
order to conduct the inspections. The
FHWA recognizes that the 2003 tunnel
inventory survey does not represent the
full universe of tunnel owners and
tunnels, but believes that it is
comprehensive enough to draw
preliminary conclusions on the cost
effects of this proposed rule. The FHWA
also assumes that any increase in the
cost per inspection resulting from the
rule’s requirements would not cause the
cost per inspection to exceed the upper
end of the range of inspection costs
assumed in the analysis. The FHWA
requests tunnel owners to submit
comments on the accuracy and
reasonableness of FHWA’s tunnel
inventory and inspection cost
assumptions (above).
In addition to the costs associated
with more frequent inspections, FHWA
expects that tunnel owners may
experience a modest increase in costs as
a result of the training requirements
contained in the proposed rule. Based
on the training of bridge inspectors
under the NBIS, we estimate that the
cost to train a tunnel inspector will be
approximately $3,000 over a 10-year
period (1 basic class and 2 refresher
classes).
The above estimated tunnel
inspection costs were compiled based
on the limited cost data submitted by
tunnel owners in response to the NPRM.
The FHWA requests that States, Federal
agencies, and others submit their most
current inspection costs per each tunnel
in their inventory which will help the
agency prepare a more comprehensive
cost estimate of tunnel inspections. In
addition, FHWA requests that tunnel
owners submit information on the costs
associated with training tunnel
inspectors and the costs associated with
the repair of critical defects identified
during inspections (including user costs
resulting from lane closures during the
repair period). The FHWA also requests
information on how frequently currently
conducted inspections identify
significant safety defects in tunnels that
require repairs and what costs appear to
have been prevented as a result of
identifying the defect during an
inspection rather than as a result of a
failure.
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Benefits Resulting From the NTIS
Timely tunnel inspection could
uncover safety problems. The agency is
taking this action to respond to the
statutory directive in MAP–21 and
because it believes that ensuring timely
and reliable inspections of highway
tunnels will result in substantial
benefits by enhancing the safety of the
traveling public and protecting
investments in key infrastructure. In
addition, we believe that any repairs or
changes that take place because of
problems identified in the inspections
could lead to substantial economic
savings.
Additionally, the proposed NTIS
could protect investments in key
infrastructure, as early detection of
problems in tunnels could increase the
longevity of these assets and avoid more
costly rehabilitation and repair actions
over time. It is generally accepted in the
transportation structures community
that inspection and maintenance are
effective forms of avoiding substantial
future costs. For example, a 2005
University of Minnesota study on the
benefits of asphalt runway maintenance
concluded that, at a minimum, the costs
of maintaining a runway were half those
of not maintaining a runway when
measured over the life of the asset.14
However, the study’s conclusions only
considered the direct costs of
maintenance and construction and not
the indirect costs associated with the
mobility of the traveling public, goods
and services and freight. As tunnels
provide mobility, which is vital to local,
regional, and national economies, and to
our national defense, it is imperative
that these facilities are properly
inspected and maintained to avoid both
the direct costs associated with
rehabilitation and the indirect costs to
users.
The above description of tunnel
inspection benefits were summarized
from the limited benefit data submitted
by tunnel owners in response to the
NPRM and compiled by FHWA. The
FHWA requests that States, Federal
agencies, and others submit any
additional benefit data that will help the
agency prepare a more comprehensive
analysis of the benefits associated with
tunnel inspections. The FHWA
specifically requests data on the cost
savings associated with the repair of
14 ‘‘Pavement preservation: protecting your
airport’s biggest investment,’’ AirTAP Briefings,
Airport Technical Assistance Program of the Center
for Transportation Studies at the University of
Minnesota, summer 2005. An electronic version is
located at: https://www.airtap.umn.edu/
publications/briefings/2005/Briefings-2005Summer.pdf.
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Federal Register / Vol. 78, No. 146 / Tuesday, July 30, 2013 / Proposed Rules
critical defects identified during
inspections.
Summary
As established above, FHWA does not
have sufficient information to estimate
total costs and total benefits of this
rulemaking. The Agency has
preliminary estimates regarding just the
inspection portion of the rulemaking
and believes them to be between
$219,485 (low) and $2,506,102 (high).
The FHWA seeks information regarding
the full costs and benefits of this
rulemaking.
emcdonald on DSK67QTVN1PROD with PROPOSALS3
Regulatory Flexibility Act
In compliance with the Regulatory
Flexibility Act (Pub. L. 96–354, 5 U.S.C.
601–612), FHWA has evaluated the
effects of this SNPRM on small entities
and anticipates that this action will not
have a significant economic impact on
a substantial number of small entities.
Because the regulations are primarily
intended for States and Federal
agencies, FHWA has determined that
the action will not have a significant
economic impact on a substantial
number of small entities. States and
Federal agencies are not included in the
definition of small entity set forth in 5
U.S.C. 601. Therefore, the Regulatory
Flexibility Act does not apply, and
FHWA certifies that the action will not
have a significant economic impact on
a substantial number of small entities.
Unfunded Mandates Reform Act of
1995
The FHWA has determined that this
SNPRM will not impose unfunded
mandates as defined by the Unfunded
Mandates Reform Act of 1995 (Pub. L.
104–4, March 22, 1995, 109 Stat. 48).
The NTIS is needed to ensure safety for
the users of the Nation’s tunnels and to
help protect Federal infrastructure
investment. As discussed above, FHWA
finds that this regulatory action will not
result in the expenditure by State, local,
and tribal governments, in the aggregate,
or by the private sector, of $143,100,000
or more in any one year (2 U.S.C. 1532).
Additionally, the definition of ‘‘Federal
mandate’’ in the Unfunded Mandates
Reform Act excludes financial
assistance of the type in which State,
local, or tribal governments have
authority to adjust their participation in
the program in accordance with changes
made in the program by the Federal
Government. The Federal-aid highway
program permits this type of flexibility.
Executive Order 13132 (Federalism
Assessment)
The FHWA has analyzed this SNPRM
in accordance with the principles and
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criteria contained in Executive Order
13132. The FHWA has determined that
this action will not have sufficient
federalism implications to warrant the
preparation of a federalism assessment.
The FHWA has also determined that
this action will not preempt any State
law or State regulation or affect the
States’ ability to discharge traditional
State governmental functions.
Executive Order 12372
(Intergovernmental Review)
The regulations implementing
Executive Order 12372 regarding
intergovernmental consultation on
Federal programs and activities apply to
this program. Local entities should refer
to the Catalog of Federal Domestic
Assistance Program Number 20.205,
Highway Planning and Construction, for
further information.
Paperwork Reduction Act
Under the Paperwork Reduction Act
of 1995 (PRA) (44 U.S.C. 3501 et seq.),
Federal agencies must obtain approval
from OMB for each collection of
information they conduct, sponsor, or
require through regulations. This action
contains a collection of information
requirement under the PRA. The MAP–
21 requires the Secretary to inventory
all tunnels on public roads, on and off
Federal-aid highways, including tribally
owned and federally owned tunnels. In
addition, each State, Federal agency,
and tribal government is required to
report to the Secretary on: the results of
tunnel inspections and notations of any
action taken pursuant to the findings of
the inspections, and current inventory
data for all highway tunnels reflecting
the findings of the most recent tunnel
inspection conducted. In order to be
responsive to the requirements of MAP–
21, FHWA proposes to collect data to
establish a NTI and to require the
submission of data on the results of
tunnel inspections. A description of the
collection requirements, the
respondents, and an estimate of the
estimated annual reporting burden are
set forth below:
National Tunnel Inventory Collection
The FHWA proposes to collect data to
establish an NTI. Initially a subset of the
Inventory Items defined in the
Specifications of the National Tunnel
Inventory will be collected. This
information will be reported to FHWA
on the Preliminary Tunnel Inventory
Data Form which is included in the
NTIS docket and available on the
FHWA Web site at: www.fhwa.dot.gov/
bridge/tunnel/library.htm.
The following is the data that will be
collected under the NTI on the
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Preliminary Tunnel Inventory Data
Form:
(1) Identification Items: tunnel
number, tunnel name, State code,
county code, place code, highway
agency district, route number, route
direction, route type, facility carried,
LRS route ID, LRS mile point, tunnel
portal’s latitude, tunnel portal’s
longitude, border tunnel State or county
code, border tunnel financial
responsibility, border tunnel number
and border tunnel inspection
responsibility.
(2) Age and Service Items: year built,
year rehabilitated, total number of lanes,
average daily traffic, average daily truck
traffic, year of average daily traffic,
detour length and service in tunnel.
(3) Classification Items: owner,
operator, direction of traffic, toll, NHS
designation, STRAHNET designation
and functional classification.
(4) Geometric Data Items: tunnel
length, minimum clearance over tunnel
roadway, roadway curb-to-curb width,
and left curb and right curb widths.
(5) Structure Type and Material Items:
number of bores, tunnel shape, portal
shape, ground conditions and
complexity.
The anticipated respondents include
the 50 States, the District of Columbia,
Puerto Rico, and any Federal agencies
and tribal governments that own
tunnels. The estimated burden on the
States to collect, manage, and report this
data is assumed to be 8 hours per tunnel
for a total estimate of 2,808 hours for all
350 estimated tunnels in the Nation.
This represents an average of 54 hours
per responder. With the average time of
54 hours per responder to collect,
manage and report preliminary
inventory data, it is estimated that the
burden hours will total 2,808 hours per
year (52 responses x 54.00 hours per
responder = 2,808 hours).
Annual Inspection Reporting
In addition to the preliminary
inventory information described above,
tunnel owners are required to report to
the Secretary on the results of tunnel
inspections and notations of any action
taken pursuant to the findings of the
inspections. For all inspections, tunnel
owners would be required to enter the
appropriate inspection data into the
State DOT, Federal agency, or tribal
government inventory within 3 months
from the completion of the inspection.
The number of responses per year is
based on the total number of tunnels in
the United States of 350, with
approximately one half being inspected
each year based on the standard 24
month inspection frequency. The
annual responses are estimated at 175
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emcdonald on DSK67QTVN1PROD with PROPOSALS3
for routine inspections. With the
average time of 40 hours to collect,
manage and report routine inspection
data, and an additional 2,080 hours to
follow up on critical findings, it is
estimated that the burden hours will
total 9,080 hours per year (7,000 hours
(175 responses x 40.00 hours per
response) + 2,080 hours (for follow-up
on critical findings) = 9,080 burden
hours).
Estimated Total Annual Burden Hours
The FHWA estimates that the
collection of information contained in
this proposed rule would result in
approximately 11,888 total annual
burden hours (2,808 hours for
preliminary inventory collection + 9,080
for annual inspections = approximately
11,888 total annual burden hours).
Since the majority of States are already
inspecting their tunnels, they are likely
to have much of the data needed to
satisfy the preliminary inventory data
collection burden. Likewise, since many
States are already collecting and storing
inspection data they are likely to
already have much of the data needed
to satisfy the routine inspection burden.
As a result, FHWA expects that the
additional burden on the States to report
this data will be very minimal.
A notice seeking public comments on
the collection of information included
in this proposed rule was published in
the Federal Register on June 14, 2010 at
75 FR 33659. The FHWA received
comments from 4 commenters,
including 1 organization (AASHTO) and
3 State DOTs (New York, Oregon, and
Virginia). These comments have been
addressed above.
The Department again invites
interested persons to submit comments
on any aspect of the information
collection, including the following: (1)
Whether the proposed collection of
information is necessary for the DOT’s
performance, including whether the
information will have practical utility;
(2) the accuracy of the DOT’s estimate
of the burden of the proposed
information collection; (3) ways to
enhance the quality, usefulness, and
clarity of the collected information; and
(4) ways that the burden could be
minimized, including the use of
electronic technology, without reducing
the quality of the collected information.
Comments submitted in response to this
notice will be summarized or included,
or both, in the request for OMB approval
of this information collection.
National Environmental Policy Act
The Department has analyzed this
action for the purpose of the National
Environmental Policy Act of 1969, as
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amended (42 U.S.C. 4321 et seq.), and
has determined that this action would
not have a significant effect on the
quality of the environment and qualifies
for the categorical exclusion at 23 CFR
771.117(c)(20).
Executive Order 12630 (Taking of
Private Property)
This action will not affect a taking of
private property or otherwise have
taking implications under Executive
Order 12630, Governmental Actions and
Interference With Constitutionally
Protected Property Rights.
Executive Order 12988 (Civil Justice
Reform)
This action meets applicable
standards in section 3(a) and 3(b)(2) of
Executive Order 12988, Civil Justice
Reform, to minimize litigation,
eliminate ambiguity, and reduce
burden.
Executive Order 13045 (Protection of
Children)
The FHWA has analyzed this action
under Executive Order 13045,
Protection of Children from
Environmental Health Risks and Safety
Risks. This proposed rule does not
concern an environmental risk to health
or safety that may disproportionately
affect children.
Executive Order 13175 (Tribal
Consultation)
The FHWA has conducted a
preliminary analysis of this proposed
action under Executive Order 13175,
dated November 6, 2000. The FHWA
believes that this proposed ruled will
not have substantial direct effects on
one or more Indian Tribes, will not
impose substantial direct compliance
costs on Indian tribal governments, and
will not preempt tribal law. To FHWA’s
knowledge, there are no tunnels that are
owned, operated, or maintained by
Indian tribal governments. However,
FHWA requests comments from Indian
tribal governments and others regarding
any potential impacts that this SNPRM
may have on Indian Tribes. The FHWA
specifically requests information on the
number of tunnels owned or operated
by Indian tribal governments. This
information will allow the agency to
conduct a more thorough analysis of the
possible effect of this SNPRM on Indian
Tribes.
Executive Order 13211 (Energy Effects)
The FHWA has analyzed this
proposed rule under Executive Order
13211, Actions Concerning Regulations
That Significantly Affect Energy Supply,
Distribution, or Use. We have
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determined that the rule will not
constitute a significant energy action
under that order because, although it is
considered a significant regulatory
action under Executive Order 12866, it
is not likely to have a significant
adverse effect on the supply,
distribution, or use of energy.
Executive Order 12898 (Environmental
Justice)
Executive Order 12898 requires that
each Federal agency make achieving
environmental justice part of its mission
by identifying and addressing, as
appropriate, disproportionately high
and adverse human health or
environmental effects of its programs,
policies, and activities on minorities
and low-income populations. The
FHWA has determined that this rule
does not raise any environmental justice
issues.
Regulation Identification Number
A regulation identification number
(RIN) is assigned to each regulatory
action listed in the Unified Agenda of
Federal Regulations. The Regulatory
Information Service Center publishes
the Unified Agenda in April and
October of each year. The RIN contained
in the heading of this document can be
used to cross reference this action with
the Unified Agenda.
List of Subjects in 23 CFR Part 650
Bridges, Grant programs—
transportation, Highways and roads,
Incorporation by reference, Reporting
and record keeping requirements.
Issued in Washington, DC, on July 16,
2013, under authority delegated in 49 CFR
1.85(a)(1).
Victor M. Mendez,
FHWA Administrator.
In consideration of the foregoing, the
FHWA proposes to amend title 23, Code
of Federal Regulations, part 650, by
adding subpart E, as set forth below:
PART 650—BRIDGES, STRUCTURES,
AND HYDRAULICS
1. The authority citation for part 650
is amended to read as follows:
■
Authority: 23 U.S.C. 119, 144, and 315.
■
2. Add Subpart E to read as follows:
Subpart E—National Tunnel Inspection
Standards
Sec.
650.501 Purpose.
650.503 Applicability.
650.505 Definitions.
650.507 Tunnel Inspection Organization.
650.509 Qualifications of personnel.
650.511 Inspection interval.
650.513 Inspection procedures.
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650.515
650.517
650.519
Inventory.
Incorporation by reference.
Additional materials.
Subpart E—National Tunnel Inspection
Standards
§ 650.501
Purpose.
This subpart sets the national
standards for the proper safety
inspection and evaluation of all
highway tunnels in accordance with 23
U.S.C. 144.
§ 650.503
Applicability.
The National Tunnel Inspection
Standards (NTIS) in this subpart apply
to all structures defined as highway
tunnels on all public roads, on and off
Federal-aid highways, including tribally
and federally owned tunnels.
emcdonald on DSK67QTVN1PROD with PROPOSALS3
§ 650.505
Definitions.
The following terms used in this
subpart are defined as follows:
American Association of State
Highway and Transportation Officials
(AASHTO) Manual for Bridge
Evaluation. The term ‘‘AASHTO
Manual for Bridge Evaluation’’ has the
same meaning as in § 650.305.
At-grade roadway. Paved or unpaved
travel ways within the tunnel that carry
vehicular traffic and are not suspended
or supported by a structural system.
Bridge inspection experience. The
term ‘‘bridge inspection experience’’ has
the same meaning as in § 650.305.
Complex tunnel. A tunnel
characterized by advanced or unique
structural elements or functional
systems.
Comprehensive tunnel inspection
training. FHWA-approved training that
covers all aspects of tunnel inspection
and enables inspectors to relate
conditions observed in a tunnel to
established criteria.
Critical finding. The term ‘‘critical
finding’’ has the same meaning as in
§ 650.305.
Damage inspection. The term
‘‘damage inspection’’ has the same
meaning as in § 650.305.
Federal-aid highway. The term
‘‘Federal-aid highway’’ has the same
meaning as in 23 U.S.C. 101(a)(5).
Functional systems. Non-structural
systems, such as electrical, mechanical,
fire suppression, ventilation, lighting,
communications, monitoring, drainage,
traffic signals, emergency response
(including egress, refuge room spacing,
or carbon monoxide detection), or traffic
safety components.
Hands-on inspection. The term
‘‘hands-on inspection’’ has the same
meaning as in § 650.305.
Highway. The term ‘‘highway’’ has the
same meaning as in 23 U.S.C.
101(a)(11).
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In-depth inspection. A close-up
inspection of one, several, or all tunnel
structural elements or functional
systems to identify any deficiencies not
readily detectable using routine
inspection procedures; hands-on
inspection may be necessary at some
locations. In-depth inspections may
occur more or less frequently than
routine inspections, as outlined in the
tunnel-specific inspection procedures.
Initial inspection. The first inspection
of a tunnel to provide all inventory and
appraisal data and to determine the
condition baseline of the structural
elements and functional systems.
Inspection Date. The date established
by the Program Manager on which a
regularly scheduled routine inspection
begins for a tunnel.
Legal load. The maximum legal load
for each vehicle configuration permitted
by law for the State in which the tunnel
is located.
Load rating. The determination of the
vehicular live load carrying capacity
within or above the tunnel using
structural plans and supplemented by
information gathered from a routine, indepth, or special inspection.
Operating rating. The term ‘‘operating
rating’’ has the same meaning as in 23
CFR 650.305.
Portal. The entrance and exit of the
tunnel exposed to the environment;
portals may include bare rock,
constructed tunnel entrance structures,
or buildings.
Procedures. Written documentation of
policies, methods, considerations,
criteria, and other conditions that direct
the actions of personnel so that a
desired end result is achieved
consistently.
Professional engineer (P.E.). An
individual who has fulfilled education
and experience requirements and
passed rigorous examinations that,
under State licensure laws, permits
them to offer engineering services
within their areas of expertise directly
to the public. Engineering licensure
laws vary from State to State. In general,
to become a P.E., an individual must be
a graduate of an engineering program
accredited by the Accreditation Board
for Engineering and Technology, pass
the Fundamentals of Engineering exam,
gain 4 years of experience working
under a P.E., and pass the Principles of
Practice of Engineering exam.
Program manager. The individual in
charge of the inspection program who
has been assigned or delegated the
duties and responsibilities for tunnel
inspection, reporting, and inventory.
The Program Manager provides overall
leadership and guidance to inspection
Team Leaders.
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Public road. The term ‘‘public road’’
has the same meaning as in 23 U.S.C.
101(a)(21).
Quality assurance. The use of
sampling and other measures to assure
the adequacy of quality control
procedures in order to verify or measure
the quality level of the entire tunnel
inspection and load rating program.
Quality control. Procedures that are
intended to maintain the quality of a
tunnel inspection and load rating at or
above a specified level.
Routine inspection. A regularly
scheduled comprehensive inspection
encompassing all tunnel structural
elements and functional systems and
consisting of observations and
measurements needed to determine the
physical and functional condition of the
tunnel, to identify any changes from
initial or previously recorded
conditions, and to ensure that tunnel
components continue to satisfy present
service requirements.
Routine permit load. A vehicular load
that has a gross weight, axle weight, or
distance between axles not conforming
with State laws for legally configured
vehicles, and is authorized for
unlimited trips over an extended period
of time to move alongside other heavy
vehicles on a regular basis.
Special inspection. An inspection,
scheduled at the discretion of the tunnel
owner, used to monitor a particular
known or suspected deficiency.
State transportation department
(State DOT). The term ‘‘State
transportation department’’ has the
same meaning as in 23 U.S.C.
101(a)(34).
Team leader. The on-site individual
in charge of an inspection team
responsible for planning, preparing,
performing, and reporting on tunnel
inspections.
Tunnel. An enclosed roadway for
motor vehicle traffic with vehicle access
limited to portals, regardless of type of
structure or method of construction.
Tunnels do not include bridges or
culverts inspected under the National
Bridge Inspection Standards (23 CFR
part 650, subpart C—National Bridge
Inspection Standards). Tunnels are
structures that require, based on the
owner’s determination, special design
considerations that may include
lighting, ventilation, fire protection
systems, and emergency egress capacity.
Tunnel inspection experience. Active
participation in the performance of
tunnel inspections in accordance with
the National Tunnel Inspection
Standards, in either a field inspection,
supervisory, or management role. A
combination of tunnel design, tunnel
maintenance, tunnel construction, and
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tunnel inspection experience, with the
predominant amount in tunnel
inspection, is acceptable.
Tunnel inspection refresher training.
A FHWA-approved training course that
aims to improve the quality of tunnel
inspections, introduce new techniques,
and maintain the consistency of the
tunnel inspection program.
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual. The ‘‘Tunnel Operations,
Maintenance, Inspection and Evaluation
(TOMIE) Manual’’ 2013 edition,
published by the Federal Highway
Administration (incorporated by
reference, see § 650.517).
Tunnel-specific inspection
procedures. Written documentation of
the directions necessary to plan for and
conduct an inspection. Directions
include, among other things, coverage of
inspection methods, frequency of each
method, inspection equipment, access
equipment, identification of tunnel
elements, components and functional
systems, traffic coordination, and
specialized qualifications for inspecting
personnel.
emcdonald on DSK67QTVN1PROD with PROPOSALS3
§ 650.507
Tunnel Inspection Organization.
(a) Each State DOT must inspect, or
cause to be inspected, all highway
tunnels located on public roads, on and
off Federal-aid highways, that are fully
or partially located within the State’s
boundaries, except for tunnels that are
owned by Federal agencies or tribal
governments.
(b) Each Federal agency must inspect,
or cause to be inspected, all highway
tunnels located on public roads, on and
off Federal-aid highways, that are fully
or partially located within the
respective agency’s responsibility or
jurisdiction.
(c) Each tribal government must
inspect, or cause to be inspected, all
highway tunnels located on public
roads, on and off Federal-aid highways,
that are fully or partially located within
the respective tribal government’s
responsibility or jurisdiction.
(d) Where a tunnel is jointly owned,
all bordering States, Federal agencies,
and tribal governments with ownership
interests should determine through a
joint formal written agreement the
inspection responsibilities of each State,
Federal agency, and tribal government.
(e) Each State that contains one or
more tunnels subject to these
regulations, or Federal agency or tribal
government with a tunnel under its
jurisdiction, must include a tunnel
inspection organization that is
responsible for the following:
(1) Statewide, Federal agency-wide, or
tribal government-wide tunnel
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inspection policies and procedures
(both general and tunnel-specific),
quality control and quality assurance
procedures, and preparation and
maintenance of a tunnel inventory.
(2) Tunnel inspections, written
reports, load ratings, and other
requirements of these standards.
(3) Maintaining a registry of
nationally certified tunnel inspectors
that work in their State or for their
Federal agency or tribal government that
includes, at a minimum, a method to
positively identify each inspector,
documentation that the inspector’s
training requirements are up-to-date, the
inspector’s current contact information
and detailed information about any
adverse action that may affect the good
standing of the inspector.
(f) Functions identified in paragraphs
(e)(1), (e)(2), and (e)(3) of this section
may be delegated through a formal
written agreement, but such delegation
does not relieve the State DOT, Federal
agency, or tribal government of any of
its responsibilities under this subpart.
(g) The State DOT, Federal agency, or
tribal government tunnel inspection
organization must have a Program
Manager with the qualifications listed in
§ 650.509(a), who has been delegated
responsibility for paragraphs (e)(1),
(e)(2) and (e)(3) of this section.
§ 650.509
Qualifications of personnel.
(a) A Program Manager must, at a
minimum, be a registered P.E. and have
10 years tunnel or bridge inspection
experience and be a nationally certified
tunnel inspector. In evaluating 10 years
of experience, the following criteria
should be considered:
(1) The relevance of the individual’s
actual experience, including the extent
to which the individual’s experience
has enabled the individual to develop
the skills needed to properly lead a
tunnel safety inspection.
(2) The individual’s exposure to the
problems or deficiencies common in the
types of tunnels being inspected by the
individual.
(3) The individual’s understanding of
the specific data collection needs and
requirements.
(b) A Team Leader must, at a
minimum, be a registered P.E. and be a
nationally certified tunnel inspector.
(c) The individual responsible for
load rating a tunnel must be a registered
P.E.
(d) An inspector must, at a minimum,
be a nationally certified tunnel
inspector.
(e) A nationally certified tunnel
inspector must:
(1) Complete a FHWA-approved
comprehensive tunnel inspection
training course,
PO 00000
Frm 00022
Fmt 4701
Sfmt 4702
(2) Complete a FHWA-approved
tunnel inspection refresher training
course once every 48 months
subsequent to satisfying the requirement
of paragraph (e)(1) of this section,
(3) Provide documentation of their
training status and current contact
information to the Tunnel Inspection
Organization of each State DOT, Federal
agency, or tribal government for which
they will be performing tunnel
inspections.
§ 650.511
Inspection interval.
Each State DOT, Federal agency, or
tribal government tunnel inspection
organization must conduct or cause the
following to be conducted for each
tunnel described in § 650.503:
(a) Initial Inspection. (1) For existing
tunnels, within 24 months of the
effective date of this rule, conduct a
routine inspection of each tunnel
according to the inspection guidance
provided in the Tunnel Operations,
Maintenance, Inspection and Evaluation
(TOMIE) Manual (incorporated by
reference, see § 650.517).
(2) For tunnels completed after these
regulations take effect, the initial
routine inspection shall be conducted
after all construction is completed and
prior to opening to traffic according to
the inspection guidance provided in the
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see
§ 650.517).
(b) Routine Inspections. (1) Establish
for each tunnel the NTIS routine
inspection date in a month and year
(MM/YY) format. This date should only
be modified by the Program Manager in
rare circumstances.
(2) Inspect each tunnel at regular 24month intervals.
(3) For tunnels needing inspection
more frequently than at 24-month
intervals, establish criteria to determine
the level and frequency to which these
tunnels are inspected based on a risk
analysis approach that considers such
factors as tunnel age, traffic
characteristics, geotechnical conditions,
and known deficiencies.
(4) Certain tunnels may be inspected
at regular intervals up to 48 months.
This may be appropriate when past
inspection findings and analysis
justifies the increased inspection
interval. At a minimum, the following
criteria shall be used to determine the
level and frequency of inspection based
on an assessed lower risk: Tunnel age,
time from last major rehabilitation,
tunnel complexity, traffic
characteristics, geotechnical conditions,
functional systems, and known
deficiencies. A written request that
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justifies a regular routine inspection
interval between 24 and 48 months shall
be submitted to FHWA for review and
comment prior to the extended interval
being implemented.
(5) Inspect each tunnel in accordance
with the established interval. The
acceptable tolerance for inspection
interval is within 2 months before or
after the inspection date established in
§ 650.511(b)(1) in order to maintain that
date. The actual month and year of the
inspection are to be reported in the
tunnel inventory.
(c) Damage, in-depth, and special
inspections. The Program Manager shall
establish criteria to determine the level
and frequency of damage, in-depth, and
special inspections. Damage, in-depth,
and special inspections may use nondestructive testing or other methods not
used during routine inspections at an
interval established by the Program
Manager. In-depth inspections should
be scheduled for complex tunnels and
for certain structural elements and
functional systems when necessary to
fully ascertain the condition of the
element or system.
emcdonald on DSK67QTVN1PROD with PROPOSALS3
§ 650.513
Inspection procedures.
Each State DOT, Federal agency, or
tribal government tunnel inspection
organization, to carry out its inspection
responsibilities, must perform or cause
to be performed the following:
(a) Inspect tunnel structural elements
and functional systems in accordance
with the inspection guidance provided
in the Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see
§ 650.517).
(b) Provide at least one Team Leader,
who meets the minimum qualifications
stated in § 650.509, at the tunnel at all
times during each initial, routine, and
in-depth inspection. The State DOT,
Federal agency or tribal government
national certified tunnel inspector
identification for each Team Leader that
is wholly or partly responsible for a
tunnel inspection must be reported to
the tunnel inventory.
(c) Prepare and document tunnelspecific inspection procedures for each
tunnel inspected and inventoried,
taking into account the design
assumptions, commensurate with
tunnel complexity, identifying tunnel
structural elements and functional
systems to be inspected, methods of
inspection, frequency of inspection for
each method, and inspection
equipment, access equipment and traffic
coordination needed.
(d) Establish requirements for
functional system testing, direct
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observation of critical system checks,
and testing documentation.
(e) For complex tunnels, identify
specialized inspection procedures, and
additional inspector training and
experience required to inspect complex
tunnels. Inspect complex tunnels
according to the specialized inspection
procedures.
(f) Conduct tunnel inspections with
qualified staff not associated with the
operation or maintenance of the tunnel
structure or functional systems.
(g) Rate each tunnel as to its safe
vehicular load-carrying capacity in
accordance with the AASHTO Manual
for Bridge Evaluation (2011 edition). A
load rating evaluation shall be
conducted as soon as practical but not
later than 1 month after the completion
of the inspection. Post or restrict the
highways in or over the tunnel in
accordance with this same manual, or in
accordance with State law when the
maximum unrestricted legal loads or
State routine permit loads exceed that
allowed under the operating rating or
equivalent rating factor. Postings shall
be made as soon as possible but not later
than 48 hours after a valid load rating
determines their need. At-grade
roadways in tunnels are exempt from
load rating. Load rating calculations or
input files with a summary of results are
to be maintained as a part of the tunnel
record.
(h) Prepare tunnel inspection
documentation as described in the
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see
§ 650.517), and maintain written reports
on the results of tunnel inspections
together with notations of any action
taken to address the findings of such
inspections. Maintain relevant
maintenance and inspection data to
allow assessment of current tunnel
condition. At a minimum, information
collected must include data regarding
basic tunnel information (e.g., tunnel
location, posted speed, inspection
reports, repair recommendations, and
repair and rehabilitation work
completed), tunnel and roadway
geometrics, interior tunnel structural
features, portal structure features, and
tunnel systems information. Tunnel
data collected must also include
diagrams, photos, condition of each
structural and functional system
component, and notations of any action
taken to address the findings of such
inspections as well as the national
tunnel inspector certification registry
identification for each Team Leader
responsible in whole or in part for the
inspection.
PO 00000
Frm 00023
Fmt 4701
Sfmt 4702
46139
(i) Ensure that systematic quality
control and quality assurance
procedures are used to maintain a high
degree of accuracy and consistency in
the inspection program. Include
periodic field review of inspection
teams, data quality checks, and
independent review of inspection
reports and computations.
(j) Establish a Statewide, Federal
agency-wide, or tribal government-wide
procedure to ensure that critical
findings are addressed in a timely
manner. Notify FHWA within 24 hours
of any critical finding and the activities
taken, underway, or planned to resolve
or monitor the critical finding. Update
FHWA regularly or as requested on the
status of each critical finding until it is
resolved. Annually provide a written
report to FHWA with a summary of the
current status of the resolutions for each
critical finding identified within that
year or unresolved from a previous year.
(k) Provide information annually or as
required in cooperation with any FHWA
review of State DOT, Federal agency, or
tribal government compliance with the
NTIS. FHWA will annually assess State
DOT compliance using statistically
based assessments and well-defined
measures based on the requirements of
this subpart.
§ 650.515
Inventory.
(a) Preliminary inventory. Each State,
Federal agency, or tribal government
must collect and submit the inventory
data and information described in
FHWA-approved recording and coding
guidance for all tunnels subject to the
NTIS within 120 days of the effective
date of this subpart.
(b) National Tunnel Inventory. Each
State, Federal agency, or tribal
government must prepare, maintain,
and make available to FHWA upon
request, an inventory of all highway
tunnels subject to the NTIS that
includes the preliminary inventory
information submitted in paragraph (a)
of this section, that reflects the findings
of the most recent tunnel inspection
conducted, and is consistent and
coordinated with the requirements of
any FHWA-approved recording and
coding guidance.
(c) Data entry for inspections. For all
inspections, enter the appropriate
tunnel inspection data into the State
DOT, Federal agency, or tribal
government inventory within 3 months
from the completion of the inspection.
(d) Data entry for tunnel
modifications and new tunnels. For
modifications to existing tunnels that
alter previously recorded data and for
new tunnels, enter the appropriate data
into the State DOT, Federal agency, or
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tribal government inventory within 3
months after the completion of the
work.
(e) Data entry for tunnel load
restriction and closure changes. For
changes in traffic load restriction or
closure status, enter the data into the
State DOT, Federal agency, or tribal
government inventory within 3 months
after the change in status of the tunnel.
§ 650.517
Incorporation by reference.
emcdonald on DSK67QTVN1PROD with PROPOSALS3
(a) Certain material is incorporated by
reference into this part with the
approval of the Director of the Federal
Register under 5 U.S.C. 552(a) and 1
CFR part 51. To enforce any edition
other than that specified in this section,
the FHWA must publish notice of
change in the Federal Register and the
material must be available to the public.
All approved material is available for
inspection at 1200 New Jersey Avenue
SE., Washington, DC 20590. For
questions regarding the availability of
this material at the FHWA, call Ms.
Jennifer Outhouse, Office of the Chief
Counsel, HCC–10, (202) 366–0761. This
material is also available for inspection
at the National Archives and Records
Administration (NARA). For
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17:08 Jul 29, 2013
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information on the availability of this
material at NARA, call (202) 741–6030
or go to https://www.archives.gov/
federal_register/code_of_
federal_regulations/ibr_locations.html.
(b) A hard copy of the following
incorporated material is available for
inspection at the Office of Asset
Management, Federal Highway
Administration, U.S. Department of
Transportation, 1200 New Jersey
Avenue SE., Washington, DC 20590.
(1) ‘‘Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual,’’ 2013 edition, U.S. Department
of Transportation, FHWA–IF–13–XXX,
available in electronic format at https://
www.fhwa.dot.gov/bridge/tunnel/
management/. In the event there is a
conflict between the standards in this
subpart and any of these materials, the
standards in this subpart will apply.
(2) [Reserved]
(c) [Reserved]
§ 650.519
Additional materials.
The FHWA recommends the States
consult the following materials when
establishing their tunnel inspection
programs.
(a) The FHWA Technical Manual for
Design and Construction of Road
PO 00000
Frm 00024
Fmt 4701
Sfmt 9990
Tunnels—Civil Elements, December
2009, Publication No. FHWA–NHI–10–
034. This manual is available from
FHWA at the following URL: https://
www.fhwa.dot.gov/bridge/tunnel/pubs/
nhi09010/index.cfm.
(b) The AASHTO Technical Manual
for Design and Construction of Road
Tunnels—Civil Elements, First Edition.
The manual is available for purchase
from the American Association of State
Highway and Transportation Officials,
Suite 249, 444 North Capitol Street NW.,
Washington, DC 20001, (202) 624–5800.
The manual may also be ordered via the
AASHTO bookstore located at the
following URL: https://
www.transportation.org.
(c) The NFPA 502: Standard for Road
Tunnels, Bridges, and Other Limited
Access Highways (2011 edition). The
manual is available for purchase from
the National Fire Protection
Association, 1 Batterymarch Park, PO
Box 9101, Quincy, MA 02269–9101, call
toll-free: 1–800–344–3555. The manual
may also be ordered via NFPA online
catalog located at the following URL:
https://catalog.nfpa.org.
[FR Doc. 2013–17875 Filed 7–29–13; 8:45 am]
BILLING CODE 4910–22–P
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Agencies
[Federal Register Volume 78, Number 146 (Tuesday, July 30, 2013)]
[Proposed Rules]
[Pages 46117-46140]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2013-17875]
[[Page 46117]]
Vol. 78
Tuesday,
No. 146
July 30, 2013
Part III
Department of Transportation
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Federal Highway Administration
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23 CFR Part 650
National Tunnel Inspection Standards; Proposed Rule
Federal Register / Vol. 78 , No. 146 / Tuesday, July 30, 2013 /
Proposed Rules
[[Page 46118]]
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DEPARTMENT OF TRANSPORTATION
Federal Highway Administration
23 CFR Part 650
[Docket No. FHWA-2008-0038]
RIN 2125-AF24
National Tunnel Inspection Standards
AGENCY: Federal Highway Administration (FHWA), Department of
Transportation (DOT).
ACTION: Supplemental Notice of Proposed Rulemaking (SNPRM).
-----------------------------------------------------------------------
SUMMARY: The FHWA is proposing the National Tunnel Inspection Standards
(NTIS) for highway tunnels. The FHWA previously proposed the NTIS in a
notice of proposed rulemaking (NPRM) published in the Federal Register
on July 22, 2010. On July 6, 2012, the President signed the Moving
Ahead for Progress in the 21st Century Act (MAP-21), which requires the
Secretary to establish national standards for tunnel inspections. The
MAP-21 requires that NTIS contain a number of provisions that were not
included in the proposal set forth in the earlier NPRM. As a result,
FHWA is issuing this SNPRM to request comment on a revised NTIS
proposal that incorporates the provisions required by MAP-21. This
SNPRM proposes requirements for tunnel owners, including the
establishment of a program for the inspection of highway tunnels,
maintenance of a tunnel inventory, reporting of the inspection findings
to FHWA, and correction of any critical findings identified during
these inspections.
DATES: Comments must be received on or before September 30, 2013. Late-
filed comments will be considered to the extent practicable.
ADDRESSES: Mail or hand deliver comments to: Docket Management
Facility, U.S. Department of Transportation, 1200 New Jersey Avenue
SE., Washington, DC 20590, or submit electronically at https://www.regulations.gov, or fax comments to (202) 493-2251. All comments
should include the docket number that appears in the heading of this
document. All comments received will be available for examination and
copying at the above address from 9 a.m. to 5 p.m., e.t., Monday
through Friday, except Federal holidays. Those desiring notification of
receipt of comments must include a self-addressed, stamped postcard or
may print the acknowledgment page that appears after submitting
comments electronically. Anyone is able to search the electronic form
of all comments in any one of our dockets by the name of the individual
submitting the comment (or signing the comment, if submitted on behalf
of an association, business, or labor union). You may review the U.S.
Department of Transportation's (DOT) complete Privacy Act Statement in
the Federal Register published on April 11, 2000 (Volume 65, Number 70,
Pages 19477-78), or you may visit https://DocketsInfo.dot.gov.
FOR FURTHER INFORMATION CONTACT: Mr. Jesus Rohena, Office of Bridge
Technology, HIBT-10, (202) 366-4593; Mr. Joey Hartmann, Office of
Bridge Technology, HIBT-10, (202) 366-4599; or Mr. Robert Black, Office
of the Chief Counsel, HCC-30, (202) 366-1359, Federal Highway
Administration, 1200 New Jersey Ave. SE., Washington, DC 20590.
SUPPLEMENTARY INFORMATION:
Electronic Access and Filing
This document, the advance notice of proposed rulemaking (ANPRM),
NPRM, and all comments received may be viewed online through the
Federal eRulemaking portal at https://www.regulations.gov. The Web site
is available 24 hours each day, 365 days each year. An electronic copy
of this document may also be downloaded by accessing the Office of the
Federal Register's home page at: https://www.federalregister.gov.
Executive Summary
I. Purpose of the Regulatory Action
This regulatory action seeks to establish national standards for
tunnel inspections consistent with the provisions of MAP-21, which
includes requirements for establishing a highway tunnel inspection
program, maintaining a tunnel inventory, and reporting to FHWA of
inspection results and, in particular, critical findings, meaning any
structural or safety-related deficiencies that require immediate
follow-up inspection or action. The NTIS proposed in this SNPRM apply
to all structures defined as highway tunnels on all public roads, on
and off Federal-aid highways, including tribally and federally owned
tunnels.
Routine and thorough inspections of our Nation's tunnels are
necessary to maintain safe tunnel operation and prevent structural,
geotechnical, and functional failures. In addition, data on the
condition and operation of our Nation's tunnels is necessary in order
for tunnel owners to make informed investment decisions as part of an
asset management program for maintenance and repair of their tunnels.
Recognizing that the safety and security of our Nation's tunnels are of
paramount importance, Congress declared in MAP-21 that it is in the
vital interest of the United States to inventory, inspect, and improve
the condition of the Nation's highway tunnels. As a result of this
declaration and the authority established by MAP-21 in 23 U.S.C. 144,
FHWA is proposing the NTIS.
II. Summary of the Major Provisions of the Regulatory Action in
Question
The NTIS proposes the establishment of a national tunnel inventory;
routine inspections of tunnels on all public roads, on and off Federal-
aid highways, including tribally and federally owned tunnels; written
reports to FHWA of critical findings, as defined in 23 CFR 650.305;
training for tunnel inspectors; a national certification program for
tunnel inspectors; and the timely correction of any deficiencies.
Section 650.503 describes the applicability of the proposed NTIS as
authorized by MAP-21.
Section 650.507 describes the organizational requirements
associated with successful implementation of the proposed NTIS. Tunnel
inspection organizations would be required to develop and maintain
inspection policies and procedures, ensure that inspections are
conducted in accordance with the proposed standards, collect and
maintain inspection data, and maintain a registry of nationally
certified tunnel inspection staff.
Section 650.509 proposes certain minimum qualifications for tunnel
inspection personnel. A Program Manager would, at a minimum, be a
registered Professional Engineer (P.E.), have 10 years of tunnel or
bridge inspection experience, and be a nationally certified tunnel
inspector. The Team Leader would be a registered P.E. and a nationally
certified tunnel inspector. This section also describes the proposed
requirements for national certification of inspection staff.
Section 650.511 proposes a minimum inspection frequency of 24
months for routine tunnel inspections. An owner would be permitted to
increase or decrease the frequency of inspection of particular
components based on the age, condition, or complexity of those
components.
Section 650.513 proposes the establishment of a statewide, Federal
agencywide, or tribal governmentwide procedure to ensure that critical
findings, as defined in 23 CFR 650.305, are addressed in a timely
manner. Owners would be required to notify FHWA within 24 hours of
identifying a
[[Page 46119]]
critical finding and the actions taken to resolve or monitor that
finding. This section also discusses proposed inspection procedures for
complex tunnels, load rating of tunnels, quality assurance/quality
control procedures, and the inspection of functional systems.
Section 650.515 defines certain inventory data information to be
collected and reported for all tunnels subject to the NTIS within 120
days of the effective date of this proposed rule. This data would be
used to create a national inventory of tunnels that would result in a
more accurate assessment and provide the public with a more transparent
view of the number and condition of the Nation's tunnels.
III. Costs and Benefits
The FHWA only has limited data regarding the number of highway
tunnels in the Nation, the frequencies at which those tunnels are
inspected, and the costs associated with their inspection. The FHWA
received some data from a 2003 informal survey FHWA conducted of tunnel
owners.\1\ Throughout this SNPRM, FHWA relies on the data received from
that survey in order to develop estimates of the costs and benefits of
this rulemaking. The FHWA expects that there may be some tunnels that
could be covered by the expanded scope of this rulemaking that were not
included in the survey's limited data set; however, we believe that
those tunnels would only be a fraction of the total cost and that the
2003 survey data provide a sufficient basis for FHWA's analysis
throughout this SNPRM. We seek specific comment on this issue.
---------------------------------------------------------------------------
\1\ See section III.D. for more information.
---------------------------------------------------------------------------
The FHWA expects that the overall increase in tunnel inspection
costs across the Nation will be modest, as the vast majority of tunnel
owners already inspect at the 24-month interval required by the NTIS.
The FHWA does not have any information regarding the cost of fixing
critical findings that are uncovered as a result of provisions in this
rulemaking. Based on current data, only two tunnel owners, that
together own 15 tunnels (bores), would be required to increase their
current inspection frequency as a result of the requirements proposed
in this SNPRM. The FHWA is proposing this action because ensuring
timely inspections of highway tunnels would not only enhance the safe
passage of the traveling public, it would also protect investments in
key infrastructure, as early detection of problems in tunnels will
likely increase the longevity of these assets. The FHWA does not have
sufficient information to quantify the benefits of this rulemaking, and
as such is not able to determine if there are net benefits. We seek
comments on benefits resulting from this rulemaking, the costs
associated with fixing critical findings that are identified during
inspections, as well as the costs of re-routing or closing traffic in
order to conduct the inspections.
Background
I. Changes to the Proposed Rule Required by MAP-21
The FHWA previously proposed the NTIS in an NPRM published in the
Federal Register on July 22, 2010, at 75 FR 42643. That proposal did
not address the provisions for national standards for tunnel
inspections detailed in the subsequently enacted MAP-21. As a result,
FHWA is issuing this SNPRM to request comment on a revised NTIS
proposal that incorporates the provisions required by MAP-21.
In Section 1111(a) of MAP-21, Congress declared that it is in the
vital interest of the United States to inventory, inspect, and improve
the condition of the highway tunnels of the United States.
Section 1111(b) broadens the authority of the NTIS previously
proposed in the NPRM and extends that authority to tunnels owned or
operated by tribal governments.
Section 1111(d) requires annual revisions be made to the inventory
of tunnel data collected under MAP-21 authority and reporting on that
inventory to Congress.
Section 1111(h) requires the Secretary to establish inspection
standards to ensure uniformity of inspections and evaluations, to
define a maximum time period between inspections, to detail the
qualifications required for those charged with carrying out the
inspections, to require that appropriate records are retained, and to
create a procedure for national certification of highway tunnel
inspectors. As a result, provisions are now proposed in this SNPRM for
the certification of national tunnel inspectors.
Section 1111(h) also requires the establishment of procedures to
conduct reviews of State compliance with NTIS, as well as for the
reporting of critical findings, as defined in 23 CFR 650.305, and any
monitoring or corrective actions taken in response to critical
findings. As a result, provisions are now proposed in this SNPRM that
describe how State compliance will be determined and when and how often
reporting to the FHWA on critical findings, and any follow-up actions
taken in response to those findings, are required.
Section 1111(i) requires that training programs be established for
tunnel inspectors. In response, the SNPRM now includes provisions that
require approved training for Program Managers, Team Leaders, and
inspectors.
II. Need for Tunnel Inspection Standards
The majority of road tunnels in the United States were constructed
during two distinct periods of highway system expansion. A significant
number of these tunnels were constructed in the 1930s and 1940s as part
of public works programs associated with recovery from the Great
Depression. Another significant number were constructed for the
developing Interstate Highway System in the 1950s and 1960s. As a
result, most of these structures have exceeded their designed service
lives and need to be routinely inspected in order to ensure continued
safe and efficient operation.
The structural, geotechnical, and functional (electrical,
mechanical, and other) components and systems that make up tunnels are
subjected to deterioration and corrosion due to the harsh environment
in which these structures are operated. As a result, routine and
thorough inspection of these elements is necessary to collect the data
needed to maintain safe tunnel operation and to prevent structural,
geotechnical, and functional failures. As our Nation's tunnels continue
to age, an accurate and thorough assessment of each tunnel's condition
is critical to avoid a decline in service and maintain a safe,
functional, and reliable highway system.
In addition to ensuring safety, it is also necessary to collect
data on the condition and operation of our Nation's tunnels in order
for owners to make informed investment decisions as part of a
systematic integrated transportation asset management approach. Without
such an approach, ensuring an accountable and sustainable practice of
maintenance, preservation, rehabilitation, or replacement across an
inventory of tunnels is a significant challenge. Data-driven asset
management provides tunnel owners with a proven framework to
demonstrate long-term accountability and accomplishment. To meet the
needs of this management approach, the data collected needs to be
robust enough to support these investment decisions within a State and
consistent enough across the Nation to identify trends in performance
and demonstrate the
[[Page 46120]]
linkages between Federal transportation expenditures and transportation
agency programmatic results.
Timely and reliable tunnel inspection is vital to uncovering safety
problems and preventing failures. When corrosion or leakage occurs,
electrical or mechanical systems malfunction, or concrete cracking and
spalling signs appear, they may be symptomatic of problems. The
importance of tunnel inspection was demonstrated in the summer of 2007
in the I-70 Hanging Lake tunnel in Colorado when a ceiling and roof
inspection uncovered a crack in the roof that was compromising the
structural integrity of the tunnel. This discovery prompted the closure
of the tunnel for several months for needed repairs. The repairs
prevented a potential catastrophic tunnel failure and loss of life.
That potential catastrophe could have resulted in the need for an even
longer period of repairs, and also may have resulted in injuries and
deaths.
Unfortunately, loss of life was not avoided in Oregon in 1999. In
January of that year, a portion of the lining of the Sunset Tunnel
located near Manning, west of Portland, collapsed, killing an Oregon
Department of Transportation (ODOT) employee. At the time of the
collapse, the lining was being inspected to ensure its safety after a
heavy rain in response to a report by a concerned traveler on the
highway that passes through the tunnel. The extent of deterioration in
the lining had not been identified and regularly documented in previous
inspections of the tunnel, which occurred variably. As a result, the
lining had deteriorated to the point that the safety inspection after
the rain event was sufficient to trigger the collapse. Following the
accident, ODOT reviewed their tunnel inspection program and identified
a need to define what a tunnel is, establish the criteria to be used to
inspect a tunnel, define the professional qualifications needed for a
tunnel inspector, and to create tunnel inspection procedures.
Inadequate tunnel inspection was again linked to a loss of life in
Massachusetts in 2006. In July of that year, a portion of the suspended
ceiling collapsed onto the roadway in the I-90 Central Artery Tunnel in
Boston, killing a motorist. It also resulted in closure of this portion
of the tunnel for 6 months while repairs were made, causing significant
traffic delays and productivity losses. The National Transportation
Safety Board (NTSB) stated in its accident investigation report that,
``had the Massachusetts Turnpike Authority, at regular intervals
between November 2003 and July 2006, inspected the area above the
suspended ceilings in the D Street portal tunnels, the anchor creep
that led to this accident would likely have been detected, and action
could have been taken that would have prevented this accident.'' \2\
Among its recommendations, NTSB suggested that FHWA seek legislative
authority to establish a mandatory tunnel inspection program similar to
the National Bridge Inspection Standards (NBIS) that would identify
critical inspection elements and specify an appropriate inspection
frequency. Additionally, the DOT Inspector General (IG), in testimony
before Congress in October 2007, highlighted the need for a tunnel
inspection and reporting system to ensure the safety of the Nation's
tunnels, stating that FHWA ``should develop and implement a system to
ensure that States inspect and report on tunnel conditions.'' The IG
went on to state that FHWA should establish rigorous inspection
standards.\3\
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\2\ ``Ceiling Collapse in the Interstate 90 Connector Tunnel
Boston, Massachusetts July 10, 2006,'' Highway Accident Report,
NTSB/HAR-07/02, July 10, 2006. An electronic format version is
available at: https://www.ntsb.gov/doclib/reports/2007/HAR0702.pdf.
\3\ The U.S. Department of Transportation, Office of the
Inspector General, ``Challenges Facing the U.S. Department of
Transportation, Fiscal Year 2008,'' October 2007, CC-2008-007. An
electronic format version is available at: https://www.oig.dot.gov/sites/dot/files/pdfdocs/Statement6_DOTAcitivies101507_508version.pdf.
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More recently, inspection of ceiling panels in the westbound I-264
Downtown Tunnel in Portsmouth, Virginia, prevented a catastrophic
failure. The Virginia Department of Transportation (VDOT) routinely
performs an in-depth inspection of this tunnel at approximate intervals
of 5 to 7 years. During an inspection in 2009, VDOT personnel found
aggressive corrosion of embedded bolts used to support the ceiling
panels over the roadway. Upon further evaluation, it was determined
that the ceiling panels needed to be removed to ensure the safety of
the traveling public. The tunnel was completely closed for six
consecutive weekends in order to perform this maintenance activity. If
there had not been a timely inspection, the corrosion would have
worsened and there would likely have been a collapse that could have
caused death, injuries, or property damage, and potentially complete
closure of the tunnel for an extended period of time, resulting in
significant productivity losses.
Most recently, on December 2, 2012, the suspended ceiling in
Japan's Sasago Tunnel collapsed onto the roadway below crushing several
cars, resulting in the deaths of nine motorists. Early reports in the
media citing Japanese officials have indicated that the collapse is
likely the result of the failure of the anchor bolts that connected the
suspended ceiling to the tunnel roof. According to the Central Japan
Expressway Company, which is responsible for the operation of the
tunnel, those connections had not been thoroughly inspected due to
issues with access.\4\
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\4\ https://abcnews.go.com/blogs/headlines/2012/12/japan-orders-immediate-inspections-after-deadly-tunnel-collapse/.
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The FHWA estimates that tunnels represent nearly 100 miles--
approximately 517,000 linear feet--of Interstates, State routes, and
local routes. Tunnels such as the Central Artery Tunnel in
Massachusetts, the Lincoln Tunnel in New York, and the Fort McHenry and
the Baltimore Harbor Tunnels in Maryland are a vital part of the
national transportation infrastructure. These tunnels accommodate huge
volumes of daily traffic, contributing to the Nation's mobility. For
example, according to the Port Authority of New York and New Jersey,
the Lincoln Tunnel carries approximately 120,000 vehicles per day,
making it the busiest vehicular tunnel in the world. The Fort McHenry
Tunnel handles a daily traffic volume of more than 115,000 vehicles.
Any disruption of traffic in these or other highly traveled tunnels
would result in a significant loss of productivity and have severe
financial impacts on a large region of the country.
On October 29, 2012, flooding caused by Hurricane Sandy led to the
closure of many of the vehicular, transit, and rail tunnels in the New
York City metropolitan area. Although it is still too early to quantify
the economic impact of these tunnel closures, it is expected that the
economic impact was substantial. Amtrak alone reported an operational
loss of approximately $60 million due to the closures of four of its
tunnels in the region.\5\ These closings, although the result of an
extreme event and not a structural or functional safety issue,
demonstrate the value of the continued operation of tunnels. Because of
their importance to local, regional, and national economies, and to our
national defense, it is imperative that we properly inspect and
maintain tunnels to ensure the continued safe passage of the traveling
public and commercial goods and services.
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\5\ https://www.amtrak.com/ccurl/920/456/Amtrak-Requests-.pdf.
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Of particular concern is the possibility of a fire emergency in one
of
[[Page 46121]]
our Nation's tunnels. Numerous domestic and international incidents
demonstrate that tunnel fires often result in a large number of
fatalities. One of the domestic examples occurred in April 1982 when
seven people lost their lives in the Caldecott tunnel which carries
State Route 24 between Oakland and Orinda, California, when a truck
carrying flammable liquid was involved in a crash and subsequent
collision with other vehicles. In October 2001, 11 people were killed
when a fire erupted in the Gotthard tunnel in Switzerland following a
head-on collision. In 2000, 162 people were killed when a fire started
in the Kaprun train tunnel in Austria. In 1999, 39 people died when a
truck caught fire in the Mont Blanc tunnel on the France/Italy border.
Tests of 26 tunnels in 13 European countries in 2010 by the European
Tunnel Assessment Programme indicated a number of inadequacies related
to fire safety, including missing hydrants, no barriers to close the
tunnel, inadequate lighting, and insufficient escape route signs.\6\
National inspection standards are needed in the United States to ensure
that lights, signs, barriers, and tunnel walls are inspected and fire
suppression systems are maintained in safe and operable condition. Such
safety features are of critical importance in the event of a fire
emergency.
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\6\ https://www.independent.co.uk/news/world/europe/new-tunnel-rules-to-be-introduced-after-high-death-toll-7566220.html.
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Ensuring timely inspections of highway tunnels would not only
enhance the safe passage of the traveling public, it could also
contribute to the efficient movement of goods and people and to
millions of dollars in fuel savings. For example, the Eisenhower/
Johnson Memorial Tunnels, located west of Denver on I-70, facilitate
the movement of people and goods from the eastern slope of the Rocky
Mountains to the western slope. The Colorado Department of
Transportation (CDOT) estimates that the public saves 9.1 miles by
traveling through these tunnels instead of over U.S. Highway 6,
Loveland Pass. In the year 2000, approximately 28,000 vehicles traveled
through the tunnels per day, which is equal to 10.3 million vehicles
for the year.\7\ Accordingly, FHWA estimates that by traveling through
the Eisenhower/Johnson Memorial Tunnels, the public saved approximately
90.7 million miles of travel and millions of dollars in associated fuel
costs in the year 2000. These tunnels help to expedite the transport of
goods and people, prevent congestion along alternative routes, and save
users both dollars and fuel. If these tunnels were closed due to a
collapse or other safety hazard, the economic effects would be
considerable.
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\7\ See https://www.coloradodot.info/travel/eisenhower-tunnel/eisenhower-tunnel-interesting-facts.html.
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While the above examples do not constitute a comprehensive list of
issues resulting from lack of inspections, these examples do
demonstrate why routine and thorough tunnel inspection is vital to
uncovering safety problems and preventing catastrophic failure of key
tunnel components. Some of these tunnel operators have already taken
adequate steps, such as increasing frequency of inspections, in order
to address these problems. These are simply examples of why tunnel
inspections are important. These examples of the costs of tunnel
failures and closures are not necessarily benefits resulting from this
rulemaking, because the operators have in some cases already taken
steps absent this current rulemaking to improve inspection procedures.
III. Research Related to Tunnel Inspections
In addition to the focus Congress has given to tunnel inspection,
the NTSB, State departments of transportation (State DOTs), the IG, the
FHWA, and others have conducted extensive research related to tunnel
design, construction, rehabilitation, and inspection. The following
partial listing of those activities and projects related to tunnel
safety all underscore the need to develop consistent and reliable
inspection standards.
A. Underground Transportation Systems in Europe: Safety,
Operations, and Emergency Response.\8\ In 2005, FHWA, the American
Association of State Highway and Transportation Officials (AASHTO), and
the National Cooperative Highway Research Program (NCHRP) sponsored a
study of equipment, systems, and procedures used in the operation and
management of tunnels in nine European countries (Austria, Denmark,
France, Germany, Italy, Norway, the Netherlands, Sweden, and
Switzerland). One objective of this scan was to identify best
practices, specialized technologies, and standards used in monitoring
or inspecting the structural elements and operating equipment of
roadway tunnels to ensure optimal performance and minimize downtime for
maintenance or rehabilitation. As a result of their fact finding, the
international scan team recommended that the United States implement a
risk-management approach to tunnel inspection and maintenance. In
regard to current practices, the report states that ``only limited
national guidelines, standards, or specifications are available for
tunnel design, construction, safety inspection, traffic and incident
management, maintenance, security, and protection against natural or
manmade disasters.'' The report also notes that only ``through
knowledge of the systems and the structure gained from intelligent
monitoring and analysis of the collected data, the owner can use a
risk-based approach to schedule the time and frequency of inspections
and establish priorities.''
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\8\ Federal Highway Administration, ``Underground Transportation
Systems in Europe: Safety, Operations, and Emergency Response,''
Office of International Programs, FHWA-PL-06-016, June 2006. An
electronic format version is available at: https://international.fhwa.dot.gov/uts/uts.pdf.
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B. NCHRP Project 20-07/Task 261, Best Practices for Implementing
Quality Control and Quality Assurance for Tunnel Inspection.\9\ In
response to NTSB's preliminary safety recommendations resulting from
the I-90 Central Artery Tunnel partial ceiling collapse investigation
in Boston, FHWA and AASHTO initiated this NCHRP research project. The
objective of this project was to develop guidelines for owners to use
in implementing quality control and quality assurance practices for
tunnel inspection, operational safety and emergency response systems
testing, and inventory procedures to improve the safety of highway
tunnels. During the course of the project, the researchers found that
tunnel owners in the United States are inspecting their structures at
variable intervals ranging from more than a week to up to 6 years. The
report states that ``[s]ince there is currently no consistency in the
tunnel inspection techniques used by the various tunnel owners,
implementing NTIS and developing a tunnel inspector training program on
applying those standards will be vital to ensuring a consistent tunnel
inspection program for all tunnels across the nation.''
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\9\ National Cooperative Highway Research Program, ``Best
Practices for Implementing Quality Control and Quality Assurance for
Tunnel Inspection,'' Prepared for the AASHTO Technical Committee for
Tunnels (T-20), NCHRP Project 20-07, Task 261 Final Report, October
2009. An electronic format version is available at: https://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP20-07(261)--FR.pdf.
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C. Best Practices for Roadway Tunnel Design, Construction,
Maintenance, Inspection, and Operations.\10\ This
[[Page 46122]]
domestic scanning tour was conducted during August and September of
2009, and is another activity that FHWA conducted in partnership with
AASHTO and NCHRP to determine if a need existed for national tunnel
inspection standards and a national tunnel inventory. The scan focused
on the inventory criteria used by highway tunnel owners; highway tunnel
design and construction standards used by State DOTs and other tunnel
owners; maintenance and inspection practices; operations, including
safety, as related to emergency response capability; and specialized
tunnel technologies. The scan team found that the most effective tunnel
inspection programs have been developed from similar bridge inspection
programs. It was determined that tunnel owners often use bridge
inspectors to inspect their tunnels because bridges and tunnels are
transportation structures that are designed and constructed with
similar materials and methods, exposed to similar environments, and can
be reliably inspected with similar technologies. As a result, the scan
team recommended that the development of a tunnel inspection program be
as similar as possible to the current bridge inspection program to
further capitalize on the success of the standards for bridge
inspection established through the NBIS.
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\10\ National Cooperative Highway Research Program, ``Best
Practices for Roadway Tunnel Design, Construction, Maintenance,
Inspection, and Operations,'' Prepared for the AASHTO Technical
Committee for Tunnels (T-20), NCHRP Project 20-68A Scan 09-05 Final
Report, April 2011. An electronic format version is available at:
https://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP20-68A_09-05.pdf.
---------------------------------------------------------------------------
D. In 2003, FHWA conducted an informal survey to collect
information about the tunnel inventory, maintenance practices,
inspection practices, and tunnel management practices of each State. Of
the 45 highway tunnel owners surveyed, 40 responses were received. The
survey results suggest that there are approximately 350 highway tunnels
(bores) in the Nation and that they are currently inspected by their
owners at frequencies that range from daily to once every 10 years.\11\
The average inspection interval for the 37 responses that included data
on this measure was a little over 24 months (2.05 years).
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\11\ The definition of a highway tunnel used in the 2003 survey
pertained to a single ``bore'' or constructed shape, but did not
pertain to a given tunnel name (i.e. a tunnel such as the Holland
tunnel in New York actually consists of two tunnels, one in each
direction).
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E. Highway and Rail Transit Tunnel Inspection Manual (HRTTIM).
Recognizing that tunnel owners are not required to inspect tunnels
routinely and that inspection methods vary among entities that inspect
tunnels, FHWA and the Federal Transit Administration developed the
HRTTIM for the inspection of tunnels in 2003. These guidelines, which
were updated in 2005,\12\ outline recommended procedures and practices
for the inspection, documentation, and priority classification of
deficiencies for various elements that comprise a tunnel.
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\12\ The Federal Highway Administration/Federal Transit
Administration ``Highway and Rail Transit Tunnel Inspection
Manual,'' 2005 edition, is available in electronic format at: https://www.fhwa.dot.gov/bridge/tunnel/management/.
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IV. Proposed NTIS
Recognizing that the safety and security of our Nation's tunnels
are of paramount importance and as a result of the legislative mandate
in MAP-21, FHWA has developed the NTIS proposed in this SNPRM. The FHWA
has modeled the proposed NTIS after the existing NBIS, located at 23
CFR part 650, subpart C. The more than 40-year history of NBIS has
enabled the States to identify and manage deterioration and the
emergence of previously unknown problems in their bridge inventory, to
evaluate those structures properly, and to make the repairs needed to
forestall the escalating cost of repairing or replacing older bridges.
Similar needs and concerns exist for the owners of aging highway
tunnels. The NBIS provides a reasonable starting point for designing a
national tunnel inspection program. The FHWA has therefore modeled the
proposed NTIS after the NBIS, and will make appropriate changes in the
NTIS as we gather further experience with tunnel inspections and tunnel
safety problems. It is proposed that the NTIS will be added under
subpart E of 23 CFR part 650--Bridges, Structures, and Hydraulics.
The proposed NTIS requires the proper safety inspection and
evaluation of all tunnels. The NTIS are needed to ensure that all
structural, mechanical, electrical, hydraulic and ventilation systems,
and other major elements of our Nation's tunnels are inspected and
tested on a regular basis. The NTIS would also enhance the safety of
our Nation's highway tunnels, and will make tunnel inspections
consistent across the Nation.
The proposed NTIS would create a national inventory of tunnels that
would result in a more accurate assessment and provide the public with
a more transparent view of the number and condition of the Nation's
tunnels. Tunnel information would be made available to the public in
the same way that bridge data contained in the National Bridge
Inventory is made available. The tunnel inventory data would also be
available in the annual report to Congress that is required by MAP-21.
The tunnel inventory data would allow FHWA to track and identify any
patterns of tunnel deficiencies and facilitate repairs by States to
ensure the safety of the public. Tunnel owners would also be able to
integrate tunnel inventory data into an asset management program for
maintenance and repairs of their tunnels. The data collection
requirements in the proposed NTIS are consistent with the performance-
based approach in carrying out the Federal highway program established
by Congress in MAP-21. These proposed requirements would fulfill the
congressional directive to establish a data-driven, risk-based approach
for the maintenance, replacement, and rehabilitation of highway
tunnels. Such an approach would help to ensure the efficient and
effective use of Federal resources.
The proposed NTIS will ensure that tunnels are inspected by
qualified personnel by creating a certification program for tunnel
inspectors and a comprehensive training course.
Regulatory History
The FHWA issued an ANPRM on November 18, 2008, (73 FR 68365) to
solicit public comments regarding 14 categories of information related
to tunnel inspections to help FHWA develop the NTIS. The FHWA reviewed
and analyzed the comments received in response to the ANPRM and
published an NPRM on July 22, 2010 (75 FR 42643). In the NPRM, FHWA
proposed establishing the NTIS based in part on the comments received
in response to the ANPRM. The FHWA received comments on the docket for
the NPRM from 16 commenters, including: 1 Federal agency (NTSB); 7
State DOTs (California, Colorado, Indiana, Massachusetts, Pennsylvania,
Virginia, and Washington); 1 engineering consulting firm (PB Americas);
4 organizations (American Society of Civil Engineers (ASCE), AASHTO,
American Council of Engineering Companies (ACEC), and National Fire
Protection Association (NFPA)); 1 local government agency (The Seattle
Fire Department); 1 private corporation (Damascus Corp.) and 1
anonymous commenter. This SNPRM addresses the comments received on the
NPRM and updates the proposed regulation for the provisions detailed in
MAP-21.
[[Page 46123]]
Section-by-Section Analysis
650.501 Purpose
The purpose for the NTIS was amended to be consistent with the
requirements of MAP-21. The purpose of the NTIS is to ensure the proper
safety inspection and evaluation of all tunnels.
The CDOT commented that it concurs with limiting the applicability
to only Federal-aid built or renovated tunnels as was proposed in the
NPRM. The CDOT also commented that the scope of the NTIS should be
limited to those tunnels that were built or rehabilitated with title 23
funds and this limitation should continue until title 23 funds can be
used to inspect off-system tunnels similar to the exception that exists
for off-system bridges.
The FHWA Response: With the passage of MAP-21, FHWA is now
proposing the inspection of all tunnels on public roads regardless of
whether they were constructed or renovated using Federal funds. The
MAP-21 also provides the flexibility to leverage funding for these
inspections that CDOT requested.
650.503 Applicability
The applicability for the NTIS would be amended to be consistent
with the requirements of MAP-21. The applicability of NTIS would be
broadened to all tunnels regardless of their funding source.
The California Department of Transportation (Caltrans) indicated
there might be insufficient data to determine which tunnels have been
built or renovated with title 23 funds.
The FHWA Response: With the passage of MAP-21, FHWA is now
proposing the inspection of all tunnels on public roads, and tunnels on
and off the Federal-aid highway system regardless of whether they were
constructed or renovated using Federal funds.
The AASHTO commented that these regulations will require State DOTs
to provide oversight of inspection of Federal tunnels.
The FHWA Response: The SNPRM does not require States to provide
oversight of inspection of federally owned tunnels. The Federal agency
that owns a particular tunnel is responsible for providing oversight of
the tunnel inspection.
The NTSB commented that FHWA should continue seeking the
legislative authority to require that all publicly used highway tunnels
are subject to the NTIS. The NTSB commented that their experience with
accident investigations leads them to believe that only a mandatory
NTIS that applies to all highway tunnels on public roads will
adequately protect the public.
The FHWA Response: With the passage of MAP-21, FHWA now has a
legislative mandate to require the inspection of all tunnels on public
roads on and off Federal-aid highways, including tribally and federally
owned tunnels.
650.505 Definitions
At-grade Roadway. A definition for at-grade roadway was added to
the proposed rule in order to respond to a comment from AASHTO. See the
section-by-section analysis discussion for Sec. 650.513.
Complex Tunnel. Massachusetts Department of Transportation
(MassDOT) and AASHTO suggested that the definition of complex tunnel
take into account complex highway geometry, including the presence of
on and off ramps in the middle of a tunnel such as those found in
Boston's I-90 and I-93 tunnels.
The FHWA response: The FHWA would not object to an owner
classifying a tunnel in its inventory with complex highway geometry as
a complex tunnel. However, FHWA does not believe it is necessary to
change the definition of complex tunnel in the proposed rule to
accommodate this classification.
Comprehensive tunnel inspection training. A definition for
comprehensive tunnel inspection training was added to the proposed rule
in order to define the criteria for a nationally certified tunnel
inspector.
Functional Systems. The Seattle Fire Department suggested dividing
the definition of functional systems into two subcategories: (1) Fire
and life safety systems, and (2) non-fire and life safety systems. The
Seattle Fire Department commented that this division will clarify
inspection standards and the need for inspection frequency detailed in
Sec. 650.511.
The FHWA response: The FHWA does not believe it is necessary to
divide the definition of functional system into two subcategories in
order to ensure appropriate inspection standards and frequencies are
applied. The FHWA is aware of the complexity and extensive number of
non-structural elements and systems that are necessary for fire and
life safety and those for non-fire and life safety. However, because it
is not possible to create an all-inclusive list of functional system
elements, FHWA attempted to capture the most important systems as a
general listing in the NPRM. The requirement to develop procedures,
including determining the inspection frequency of all systems and
elements installed in a tunnel, proposed in Sec. 650.513 provides
assurance that inspection standards and frequencies will be applied
appropriately.
Highway and Rail Transit Tunnel Inspection Manual (HRTTIM). The
definition for the HRTTIM was removed from this section because the
document is no longer being incorporated by reference in the proposed
rule.
In-Depth Inspection. The Washington State Department of
Transportation (WSDOT) commented that the phrase ``structural element''
within this definition needs to include unlined tunnels, portal rock
structures, and rock ceilings, and that the Team Leader inspecting
these elements should be required to be a geotechnical engineer.
The FHWA response: It is the intent of FHWA that the term
``structural element'' includes the features of a tunnel that provide
its structure. As such, the walls, ceilings, and portals of unlined
tunnels would be included. The FHWA does not believe the Team Leader
must be a geotechnical engineer, as Sec. 650.513(f) provides that the
Team Leader is required to construct a team with the necessary
expertise to inspect geotechnical features and report the findings. It
is not necessary for the Team Leader to have the capacity to
effectively inspect geotechnical features, provided a member of the
team is able to do so.
The Seattle Fire Department stated there is no definition of the
term ``inspection'' in the rule and that this will lead to confusion by
the tunnel owner/operator as to the intent and method of the inspection
program.
The FHWA response: To eliminate potential for confusion regarding
the term inspection, Sec. 650.513(c) and (d) establish a clear
division of inspection and testing responsibilities. Section 650.513(d)
proposes to require each State DOT, Federal agency, or tribal
government tunnel inspection organization to establish requirements for
routine diagnostic testing of functional systems, which could be done
by operation or maintenance personnel. Section 650.513(c) proposes to
require that the procedures define how, when, and by whom these systems
will be inspected and tested. It is expected that, as part of an
inspection, the Team Leader will verify that this routine diagnostic
testing had been accomplished and that the aforementioned procedures
had been followed.
Initial Inspection. The VDOT proposed that for existing tunnels,
any inspection that was performed in the last 5 years should qualify as
the tunnel's initial inspection.
[[Page 46124]]
The FHWA response: The FHWA disagrees with the commenter. To allow
States and tunnel owners greater flexibility in performing a tunnel's
initial inspection, we have proposed to extend the initial inspection
requirement to 24 months under Sec. 650.511(a). Using inspection data
that is 5 years old, in combination with an initial inspection
requirement of 24 months for existing tunnels, could result in a tunnel
not being inspected for a period of 7 years. Thus, FHWA is proposing
that the initial inspection be conducted within 24 months of the
effective date of this rule and that no inspection data previous to the
publishing of this rule will be accepted to fulfill the requirements of
this section.
Inspection Date. A definition for inspection date was added in
order to make revisions to Sec. 650.511 on inspection interval
clearer.
Load Rating. The AASHTO, VDOT, and the Pennsylvania Department of
Transportation (PennDOT) suggested revising the definition of load
rating to include the determination of non-vehicular type capacities,
such as hanger systems for suspended ceilings or other structural
systems. The WSDOT commented that rating ``lid type tunnels'' might be
confused with bridges and asked for clarification regarding how they
will be distinguished and reported to the database.
The FHWA response: The current definition of load rating in 23 CFR
part 650, subpart C--National Bridge Inspection Standards is the
determination of the live load carrying capacity of a bridge using
bridge plans and supplemented by information gathered from a field
inspection. The current definition of load rating in the AASHTO Manual
for Bridge Evaluation is ``the determination of the live-load carrying
capacity of an existing bridge.'' As the proposed definition for load
rating in this rule is consistent with 23 CFR 650.305 and the AASHTO
Manual, FHWA declines the changes suggested by AASHTO, VDOT, and
PennDOT. In addition, the commenters' suggested definition effectively
incorporates structural evaluation, which is separate from load rating.
This evaluation can be required by the owner at any time and should
occur automatically if damage or deterioration with the potential to
affect performance is detected through an inspection.
With regard to ``lid type tunnels,'' per the proposed definition of
tunnel in this rule, owners would be required to classify a structure
as either a tunnel or a bridge and that classification would determine
the appropriate procedures by which to rate the structure. For example,
if a tunnel roof serves as a roadway for traffic above the tunnel, that
roof should be load rated as part of the tunnel and not as an
independent bridge.
Procedures. A definition for procedures was added to the rule in
order to clarify what FHWA means by this term which is used extensively
throughout this rule.
Professional Engineer (P.E.). Language was added to the definition
of professional engineer to clarify that engineers are bound by their
ethics to practice only in those areas where they have the necessary
experience, in response to a comment from VDOT on the qualifications of
a Team Leader. See discussion on the definition of Team Leader in this
section.
Routine Permit Load. The VDOT suggested revising the term routine
permit load to simply permit load. The AASHTO suggested that permit
loads that are not ``routine'' should also be defined.
The FHWA response: The FHWA believes the definition proposed in
this rule is consistent with that used in the NBIS and is commonly
accepted, understood, and used within the bridge and tunnel community.
Routine permit loads need to be defined for the purposes of this
proposed rule because they are used to conduct load ratings. For the
purposes of this proposed rule, it is unnecessary to provide a
definition of permit loads that are outside of routine because they are
not used to conduct load rating per this rule.
Team Leader. The VDOT suggested revising the definition for Team
Leader to read, ``The on-site individual in charge of an inspection
team responsible for planning, preparing, performing, and reporting on
tunnel inspections. The Team Leader shall be a registered P.E. in the
technical discipline for which he/she is inspecting. For example, Team
Leader for inspecting electric systems shall be a P.E. in Electrical
Engineering.''
The FHWA response: The FHWA agrees that inspection teams need to be
comprised of individuals qualified to inspect the elements that they
are inspecting. As these inspections will leverage multiple
disciplines, team members with diverse sets of expertise will be
required. In the proposed regulation, only one of these members will be
required to be the Team Leader. As a result, FHWA does not agree with
altering the definition of Team Leader to include elements of
qualification additional to those addressed in Sec. 650.509. The Team
Leader would be responsible for assembling a team of inspectors with
appropriate expertise and experience to inspect the various elements,
components, and systems that comprise the tunnel.
Tunnel. The NFPA recommended adopting its definitions for road
tunnel and length of tunnel as defined by NFPA 502: Standard for Road
Tunnels, Bridges, and Other Limited Access Highways (2008 Edition). The
NFPA stated that the definition of tunnel does not need to contain a
minimum length requirement; however, tunnels should be categorized by
tunnel length. They suggest that the categories should be adopted from
Section 7.2 and Table 7.2 of NFPA 502, which provides the minimum fire
protection requirements for road tunnels based on tunnel length.
The ASCE recommended using the AASHTO Subcommittee on Bridges and
Structures Technical Committee T-20, Tunnels definition of tunnel. The
ASCE stated that adoption of the T-20 definition would result in
regular attention to all parts of a tunnel, such as fire protection
systems and auxiliary structures. The ASCE stated that this approach is
important in order to ensure that all critical engineered systems in a
tunnel are inspected.
Caltrans suggested that the NTIS classify as tunnels all structures
requiring forced ventilation to limit carbon monoxide buildup, all
structures with fire suppression systems, and all structures bored or
mined through undisturbed material. Caltrans suggested that language
addressing ventilation systems, fire protection systems, and type of
construction be included in the definition for tunnel.
PB Americas proposed the following definition for tunnel based on
roadway enclosure and length: ``Any combination of structures that
creates a structure that is functionally a tunnel from the viewpoint of
access--An enclosed roadway which is constructed within the earth or
has buildings over it, limiting access to portals for vehicular travel,
and is longer than 300 feet from portal to portal.''
The Seattle Fire Department suggested additional language for the
definition of tunnel as follows: ``The owner shall ascertain the risks
of the structure, traffic, hazardous material and related variables
that may contribute to either structural damage or loss of life, to
determine if it should be classified as a tunnel.'' The Seattle Fire
Department also commented that for the purposes of this inspection
program, any structure that includes components of the fire and life
safety systems shall be considered part of the tunnel, including
control facilities and ventilation buildings.
[[Page 46125]]
The AASHTO emphasized the need for clarity in the definition of
tunnel to avoid confusion in reporting and inspection. They suggested
the following definition: ``An enclosed roadway for motor vehicle
traffic with vehicle access limited to portals regardless of type of
structure or method of construction. Tunnels do not include bridges or
culverts that an owner has elected to inspect under the NBIS (23 CFR
650 Subpart C--National Bridge Inspection Standards).''
The FHWA response: The FHWA believes the modified version of the
AASHTO T-20 definition is adequate to capture the structures targeted
with this proposed regulation without overly complicating the
determination of what is or is not a tunnel. Consistent with the
majority of the comments, this definition does not include a minimum
length. The FHWA believes that including categories for tunnels, or
additional detailed language on functional systems or type of
construction, narrows what is intended to be a fairly broad definition.
Also, the definition for complex tunnel addresses advanced or unique
structural elements or functional systems. The current definition
clearly states that a structure shall be inspected and reported only
once under either the NBIS or the NTIS, but not both.
Tunnel inspection refresher training. A definition for tunnel
inspector refresher training was added to the proposed rule to define
the criteria for a nationally certified tunnel inspector.
Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE)
Manual. A definition for the TOMIE manual was added as this document is
now incorporated by reference into the proposed rule. The TOMIE Manual
has replaced the HRTTIM as a reference for this proposed regulation
because the recommendations and guidance in the TOMIE Manual are
consistent with this proposed regulation and MAP-21. Also, the TOMIE
Manual is based on an element level inspection approach. The TOMIE
Manual is posted for public viewing in the rulemaking docket and on the
FHWA Web site (https://www.fhwa.dot.gov/bridge/tunnel/library.htm). The
FHWA specifically requests comments on the TOMIE Manual from tunnel
owners and operators in consideration of this proposed regulation.
Tunnel Inspection Experience. The AASHTO suggests adding language
to the definition of tunnel inspection experience to clarify how a year
of experience will be defined.
The FHWA response: The FHWA added language to clarify the criteria
to be used in evaluating years of experience under Sec. 650.509(a),
including the relevance of the individual's actual experience, exposure
to problems or deficiencies common in the types of tunnels inspected by
the individual, complexity of tunnels inspected relative to the
individual's skills and knowledge, and the individual's understanding
of data collection needs and requirements.
Tunnel-specific inspection procedures. A definition for tunnel-
specific inspection procedures was added to this proposed rule in order
to respond to a comment from AASHTO. See the section-by-section
analysis discussion for Sec. 650.513.
650.507 Tunnel Inspection Organization
This section of the proposed rule was amended to be consistent with
the requirements of MAP-21. The proposed rule requirement that States
and Federal agencies inspect or cause to be inspected all tunnels that
are fully or partially within their responsibility or jurisdiction was
extended to tribally owned tunnels. Also, tunnel inspection
organizations would be required to maintain a registry of nationally
certified tunnel inspectors that work in their jurisdiction.
The AASHTO, MassDOT, and VDOT expressed concern that this proposed
rule places the responsibility for inspecting tunnels within a State's
boundaries on the State DOT. This would be the case even though a
number of major tunnels on Federal-aid highways are owned and operated
by semi-autonomous authorities that were established by State
legislators with statutory independence from State DOTs. The commenters
worried that, as a result, these regulations will place State DOTs in
the awkward position of being responsible for an oversight task that
they have no legal authority to perform. The VDOT further commented
that tunnels owned by legal authorities should be exempted from this
rule.
The FHWA Response: Section 650.507(a) states that each State DOT
must inspect, or cause to be inspected, all tunnels subject to the
NTIS. Under title 23, the FHWA's primary relationship in a State is
with the State Highway Agency. Therefore, the State Highway Agency
would be legally responsible for fulfilling the requirements of these
proposed regulations within its State's boundaries. If current legal
authority is not present within a State to carry out this
responsibility, the State Highway Agency should seek that authority. As
a result of this proposed rule, State DOTs would be responsible for the
implementation of the NTIS on all applicable tunnels within their
States with the exception of tribally and federally owned tunnels as
discussed in the section-by-section analysis for Sec. 650.505.
The AASHTO and Indiana DOT requested clarification regarding
whether Sec. 650.507 and Sec. 650.515 require a State to maintain a
tunnel inspection organization, including policies and procedures, a
designated Program Manager, and inventory and reporting system, as
required by Sec. 650.507 and Sec. 650.515, if the State does not own
or possess any qualifying tunnels. Indiana DOT also asked if annual
reporting to FHWA would be required to confirm that no qualifying
tunnels exist.
The FHWA Response: Section 650.503 and Sec. 650.507(a) would
establish which tunnels are subject to the requirements of this rule.
Section 650.507(d) further clarifies that a State tunnel inspection
organization is only required when ``one or more'' tunnels subject to
these regulations exists within the State. As such, a State that does
not contain any tunnels subject to this proposed regulation would not
be required to have a tunnel inspection organization, established
inspection policies and procedures, a designated Program Manager, an
inventory and reporting system, and would not be subject to annual
reporting requirements.
Caltrans noted that while it has an established system for the
collection of bridge inspection data and report writing, the
development of a similar system for tunnel inspection is a labor
intensive effort that would take several years to complete.
The FHWA Response: The FHWA agrees that establishing a system for
collecting and reporting of tunnel inspection and inventory data would
be a significant effort for tunnel owners who have not instituted an
inspection program on their own. In recognition of this, FHWA has
extended the initial inspection requirement to 24 months from the
effective date of this proposed rule.
The ACEC commented that risk management requirements should be
addressed in the final rule. More specifically, ACEC commented that
liability for inspecting engineers and those preparing reports should
be addressed. The ACEC suggested that the NTIS state that reports be
prepared in accordance with the care and skill ordinarily used by
inspectors practicing under similar conditions at the same time and in
the same locality. In addition, ACEC indicated that the NTIS should
make clear that inspection
[[Page 46126]]
reports are prepared exclusively for the use of the client--the tunnel
owner--and not for any other purpose. The ACEC noted that tunnel
inspectors should be focused on achieving the goals of their clients
and should not feel compelled to compromise or alter their work out of
fear of potential liability.
The FHWA Response: The FHWA agrees that professional standards of
care should be followed when developing and implementing tunnel-
specific inspection plans and preparing inspection reports. However,
these matters are sufficiently addressed by other means, including
State professional engineer licensing boards, State and Federal
acquisition regulations pertaining to acceptable quality levels, and
consultant legal disclaimers regarding the use and limitations of
prepared reports. The use of inspection reports in legal proceedings is
governed by State law, over which FHWA has no control.
An anonymous commenter noted that the NTIS must address worker
safety. The commenter recommended that gas detection equipment be
required for each team entering a tunnel to prevent carbon dioxide and
carbon monoxide exposure. The commenter further commented that head
protection meeting current national consensus standards be required in
instances where the structural integrity of the tunnel's roof is in
question. In addition, the commenter suggested that high visibility
clothing be required and that each member of the team's leadership
should have requisite Occupational Safety and Health Administration
(OSHA) training regarding workplace hazards present during tunnel
inspections.
The FHWA Response: The FHWA agrees that safety is of paramount
importance when accessing and inspecting tunnels and associated
systems. Section 650.507(d)(1) states that the State, Federal agency,
or tribal government with tunnel inspection jurisdiction is required to
provide ``inspection policies and procedures'' which would include
safety training, safe inspection procedures, and requisite inspection
equipment satisfying appropriate OSHA requirements, including those
applicable to confined spaces.
650.509 Qualifications of Personnel
This section was amended to be consistent with the requirements of
MAP-21. Under this proposed rule, Program Managers and Team Leaders are
required to be nationally certified tunnel inspectors. Also, the
proposed requirements for a national certified tunnel inspector were
added.
The ASCE and VDOT recommended that the Program Manager be required
to be a registered P.E. and meet minimum education and experience
requirements.
The VDOT and PennDOT recommended that the Program Manager be
required to successfully complete an FHWA-approved comprehensive tunnel
inspection training course.
The AASHTO recommended that the Program Manager be a registered
P.E. or have 10 years of tunnel or bridge inspection experience and
successfully complete an FHWA-approved comprehensive tunnel inspection
training course.
The FHWA Response: The FHWA is proposing to modify the
qualifications of the Program Manager in Sec. 650.509(a) to require
that individual be a registered P.E., have 10 years tunnel or bridge
inspection experience, and be a nationally certified tunnel inspector
which has mandatory training requirements. The FHWA agrees that bridge
inspection experience is relevant experience for the Program Manager to
possess because of the anticipated similarities between the two
inspection programs. Additionally, FHWA agrees that comprehensive
training in tunnel inspection should be required for Program Manager,
Team Leader, and Inspector positions. The FHWA would develop or
identify sources of comprehensive tunnel inspection training for
Program Managers, Team Leaders, and Inspectors. Additional
considerations for evaluating past experience have been included to
assist States with identifying a qualified Program Manager.
The MassDOT and AASHTO recommended that the qualifications for both
Program Manager and Team Leader be the same as those required under the
NBIS. The MassDOT and AASHTO further recommended that if a P.E. is
required, it should be required for both the Program Manager and the
Team Leader, and that the Team Leader should be a P.E. registered in
the discipline of the system that his or her team will be inspecting.
The ACEC recommended that both the Program Manager and the Team
Leader be required to have a P.E.
The VDOT recommended that the Team Leader be a registered P.E. in
the technical discipline of inspections, while WSDOT recommended that
the Team Leader be licensed in the field of Geotechnical Engineering.
Further, PennDOT recommended that the Team Leader be permitted to have
5 years of tunnel or bridge inspection experience as an alternative to
be a registered P.E.
The FHWA response: Although the Program Manager and Team Leader
requirements in this proposed rule are modeled after the NBIS, they
differ from those of the NBIS because of the difference in the
complexity of the structures that are being inspected under the NTIS.
The FHWA agrees that the Team Leader should be a registered P.E.
due to the complex nature of these inspections. The Team Leader is
responsible for assembling a team of inspectors with appropriate
expertise and experience to inspect the various elements, components,
and systems that comprise the tunnel. Accordingly, FHWA does not
believe that the Team Leader needs to be licensed in each specific
discipline related to the elements being inspected. The Team Leader
could have a license in any related discipline. The FHWA proposes to
modify the definition for Professional Engineer in Sec. 650.505 of the
rule to emphasize that they are required to practice within their area
of expertise.
650.511 Inspection Interval
The title of this section has been changed to more directly reflect
the content. This section has also been modified to reflect a change
from the HRTTIM to the TOMIE Manual as the manual incorporated by
reference and to establish a routine inspection date that will
benchmark the commencement of future inspections.
The NFPA and the Seattle Fire Department recommended incorporating
NFPA requirements for inspection frequencies of specific safety
features into the regulation.
The FHWA Response: The interval between the inspection of specific
safety features would be developed as part of the inspection procedures
that are required under Sec. 650.513 of the proposed rule. These
procedures should include a listing of components and the associated
inspection interval for each. The FHWA believes that it would be in the
best interests of the tunnel owner to consult NFPA codes and standards
and manufacturer recommendations in the development of the
aforementioned inspection intervals.
The ASCE expressed a desire for a more flexible approach to
scheduling inspections based on age and complexity, but recognized that
the 24-month requirement matches the NBIS making them complementary.
The FHWA Response: The FHWA believes that flexibility is built into
the regulation in that it establishes only a maximum inspection
interval. An owner may increase the frequency of inspection of
particular components of
[[Page 46127]]
a tunnel by performing in-depth or special inspections based on the
age, condition, or complexity of those components. In response to
comments received, however, FHWA is proposing additional flexibility by
including language in Sec. 650.511(b) supporting an extended
inspection interval of up to 48 months for tunnels that meet certain
criteria. The Program Manager would be permitted, under the proposed
rule, to develop an extended inspection interval program and submit to
FHWA for review and comment prior to use, the criteria used to
determine frequency of inspection based on assessed lesser risk,
considering at a minimum: tunnel age, time from last major
rehabilitation, tunnel complexity, traffic characteristics,
geotechnical conditions, functional systems, and known deficiencies.
The FHWA has also modified Sec. 650.511 to allow the inspection to
take place within a defined interval 2 months before or after an
established inspection date. This would offer additional flexibility in
scheduling inspections to accommodate scheduling adjustments for
factors including weather, personnel, or equipment issues. An
inspection date would be established and could only be modified by a
Program Manager. Documentation supporting the modified date would need
to be retained in the tunnel records for future reference.
PB Americas commented that a 2-year inspection frequency is
adequate for most systems for a visual routine inspection. They
recommended every third cycle be an in-depth hands-on sounding
inspection including non-destructive and destructive testing.
Additionally, they commented that following the Central Artery Tunnel
collapse, they divided inspections into two categories: critical and
non-critical. Critical areas were defined as areas that could cause
loss of life or injury if they failed. They suggested that critical
areas should be inspected annually, with non-critical areas being
inspected every 2 years.
The ACEC supported a risk-based inspection process with a minimum
frequency of 2 years. For the more frequent inspections identified in
Sec. 650.511(b)(2) and the damage, in-depth, and special inspections
in Sec. 650.511(c), they stated the regulation should clarify the need
to specifically assess critical areas, such as structural elements or
functional systems where failure would pose a life or safety issue.
The FHWA Response: The NPRM and this SNPRM propose a regular
interval of 24 months between routine inspections. Section 650.513 of
the proposed rule would require owners to establish inspection
intervals in accordance with the complexity and specific
characteristics of each tunnel to ensure that critical areas are
inspected appropriately. The in-depth and special inspections are
intended to cover situations where inspections need to be performed
more frequently or a component requires a more thorough inspection.
Guidance for this would be provided through reference manuals and be
left to the discretion of the owner considering the age, complexity,
and other factors, such as manufacturer recommendations.
The VDOT and AASHTO recommended revising the introductory language
of Sec. 650.511 to read: ``Each State transportation department or
Federal agency tunnel inspection organization must conduct or cause the
following to be conducted for each tunnel described in Sec. 650.503''
in order to clarify whether State and local tunnels are included.
The FHWA Response: The FHWA agrees with this comment and has
revised Sec. 650.511 so that it is consistent with these comments and
the provisions of MAP-21.
The VDOT recommended revising Sec. 650.511(a) to require an
initial inspection within 60 months of the effective date of the rule
and to permit an inspection that occurred within the 60 months prior to
the effective date of the rule to be accepted as the initial
inspection.
The AASHTO commented that the current 12 months for initial
inspection in the NPRM will be difficult to comply with if remaining
tunnels within State borders have not received initial inspections in
accordance with the NTIS. They note that if a tunnel was inspected
prior to the effective date, the previous inspection should be
sufficient. The AASHTO recommended changing the 12 month initial
inspection requirement to 24 months, and permitting an inspection
within 24 months of the effective date to serve as the initial
inspection. The PennDOT similarly commented that the inspection of a
tunnel conducted per the HRTTIM within 24 months of the effective date
of the rules should be accepted as the initial inspection.
The MassDOT and AASHTO both inquired about the timeframe for
performing an initial inspection for a new tunnel.
The FHWA Response: There would be two instances of initial
inspection. The first instance would be for existing tunnels having
their first inspection under the NTIS. The second instance would be for
tunnels completed after the NTIS become regulation. With regard to
existing tunnels, FHWA recognizes that several tunnel owners have been
performing inspections prior to this rulemaking and that there is a
desire to use an inspection performed within a reasonable timeframe
prior to the effective date of the rule as meeting the initial
inspection requirement. While we commend these owners for their efforts
and recognize that several items of the NTIS may have been met during
these inspections, the NTIS would also require items be recorded for
the National Tunnel Inventory. Because of these items and a need to
fulfill all of the other requirements of the NTIS, FHWA believes an
initial inspection should be performed after this rulemaking becomes
effective. To decrease the initial inspection burden on States,
however, FHWA proposes to increase the timeframe for initial
inspections from 12 to 24 months. Additionally, the second instance of
tunnels completed after the NTIS become regulation should have an
initial inspection performed prior to opening to traffic.
The VDOT expressed concern that States would have difficulty
funding the proposed tunnel inspection frequency and recommended
revising Sec. 650.511(b)(1) to read: ``Provide an up-close or in-depth
inspection of the civil/structural elements of the tunnels at regular
intervals not to exceed 5 years. Provide an up-close or in-depth
inspection of the operational systems at regular intervals of 24
months. It may be beneficial to consider a risk-based approach to
provide enhanced safety to the program in an effective manner.''
The VDOT also recommended FHWA consider an incremental
implementation of the program to give States an opportunity to plan for
the program changes. Additionally, VDOT recommended revising Sec.
650.511(b)(2) until more comprehensive guidelines are developed as
follows: ``Inspect each tunnel at regular intervals not to exceed 60
months to ensure tunnel structural elements and functional systems are
performing as designed, and document the inspection using procedures
developed by the owner.''
The FHWA response: The FHWA disagrees with the recommendation to
allow intervals of 60 months between inspections. The similarities
between bridge and tunnel construction materials and associated
deterioration mechanisms, design methodologies, and inspection
technologies and protocols, along with the long-standing success of a
24-month inspection interval under the NBIS, all support the
establishment of a 24-month inspection interval for
[[Page 46128]]
routine tunnel inspections. Additionally, the average inspection
interval from the 40 responders to the 2003 FHWA survey was
approximately 24 months. The majority of commenters, including AASHTO,
support the 24-month inspection interval. Additionally, tunnel
inspections at this interval will help to proactively identify and
address maintenance needs in order to preserve the Federal investment
in such key infrastructure. The FHWA believes that 60 months is too
long of an interval between inspections to reliably identify and
correct safety issues; however, Sec. 650.511(b) has been revised to
allow for routine inspection intervals of up to 48 months with FHWA
approval. These inspections should be documented according to the
procedures detailed in Sec. 650.513. Additionally, MAP-21 requires
inspection and inventory of all highway tunnels on public roads.
Although no dedicated funding is provided for these inspections, it is
an eligible use of funds under several programs established by MAP-21.
Consequently, it is the responsibility of the owners to inspect or
cause to be inspected all tunnels for which this rule applies.
650.513 Inspection Procedures
This section has been updated to reflect changes in the
incorporated reference for the proposed rule, acceptable timeframes for
the load rating and posting of a tunnel, the reporting of critical
findings, as defined in 23 CFR 650.305, and how State compliance will
be assessed.
A private individual and an anonymous commenter noted that the NTIS
should specify the specialized equipment to be used while performing
tunnel inspections in order to promote worker safety. The anonymous
commenter also recommended the NTIS address worker safety.
The FHWA response: The FHWA believes that it is the responsibility
of the tunnel Program Manager to determine what specialized equipment
would be needed to carry out the tunnel inspection program. Special
equipment needs should be documented in the procedures. Additionally,
inspector safety procedures should be a part of any tunnel inspection
program. Appropriate Federal, State, and local regulations, including
OSHA regulations and standards, must be adhered to when conducting
tunnel inspections.
Various commenters, including NFPA, PB Americas, and the Seattle
Fire Department requested that various publications other than the
HRTTIM be referenced in the NTIS. These include referencing the NFPA
codes, the AASHTO T-20 Manual, the FHWA TOMIE Manual, and the FHWA 2009
Technical Manual for Design and Construction of Road Tunnels.
The FHWA Response: The TOMIE Manual is now proposed to be
incorporated by reference in place of the HRTTIM. The FHWA will not be
incorporating the FHWA Technical Manual for Design and Construction of
Road Tunnels or the AASHTO T-20 Manual by reference; however, tunnel
owners are encouraged to use these manuals and the NFPA 502 as part of
their inspection programs and these manuals are mentioned as providing
guidance for conducting tunnel inspections in Sec. 650.517 of the
proposed rule.
The AASHTO and VDOT further recommended that the language of Sec.
650.513(a) be revised to read: ``Inspect tunnel structural elements and
functional systems in accordance with the inspection guidance provided
in the Highway and Rail Transit Tunnel Inspection Manual (incorporated
by reference, see Sec. 650.517) for in-depth inspections and in
accordance with the procedures developed by the owner for routine,
drainage and special inspections.''
The FHWA Response: The HRTTIM has been replaced by the TOMIE Manual
as the manual to be incorporated by reference. The FHWA believes that
the TOMIE Manual provides inspection guidance that can apply to all
levels of inspection including in-depth, routine, and special.
The NFPA, the Seattle Fire Department, and AASHTO suggested that
the NTIS recommend or list specific systems/elements that should be
inspected. These commenters expressed a concern that inspection
requirements relative to fire and life safety systems were not properly
addressed in the NTIS. The commenters suggested that testing
requirements of functional systems be included in the NTIS. The AASHTO
further commented that functional system testing requirements should
only apply to mechanical/electrical systems.
The FHWA Response: The FHWA believes that inspection of fire and
life safety systems is a critical aspect of any tunnel inspection
program. The inspection requirements for these components are
adequately addressed in the TOMIE Manual. Under the proposed rule, the
tunnel owner and Program Manager are responsible for developing more
specialized inspection procedures that cover the inspection of
components unique to a specific tunnel. The FHWA believes that the
definition of functional systems as contained in Sec. 650.505 is
appropriate, as the components contained within the definition of
functional systems for a complex tunnel go well beyond just electrical
and mechanical systems and appropriately include ventilation and fire
suppression and warning systems, as well as the additional components
included in Sec. 650.505.
The FHWA does not believe that the NTIS needs to be overly
prescriptive in defining specific inspection requirements for various
tunnel elements or components. The NTIS is meant to provide national
requirements relative to tunnel inspection and reporting, and allows
tunnel owners and inspection program managers the flexibility to
develop inspection procedures that fit the needs and complexity of
unique tunnels, including system and component testing. Tunnel owners
would be encouraged to develop inspection and maintenance manuals for
various functional systems as part of the original design, and
incorporate those maintenance manuals into the overall tunnel
inspection procedures.
The AASHTO commented that the requirement that tunnel-specific
inspection procedures be developed for each tunnel inspected and
inventoried should not apply to simple rural tunnels.
The FHWA Response: While the breadth of required procedures are not
defined in the NTIS, FHWA still maintains that no matter how simple a
rural tunnel might be, inspection procedures of some kind should be
developed.
The ACEC recommended including a statement in the NTIS that
inspection reports should be prepared with care and skill. The ACEC
also commented that the NTIS should make clear that inspection reports
are for the exclusive use of the tunnel owner.
The FHWA Response: The FHWA assumes that the inspection reports
would be prepared with care and skill. Deficient reports would
certainly be noticed and corrected by the Team Leader or Program
Manager.
The FHWA understands that dissemination of the information might be
a concern of tunnel owners; however, the rule requires that inspection
and inventory information be submitted to FHWA to fulfill the proposed
requirements of this regulation. Tunnel owner dissemination of reports
beyond the required submission to FHWA is outside the scope of this
rulemaking.
The AASHTO expressed concern relative to FHWA Division oversight of
the NTIS requirements.
[[Page 46129]]
The FHWA Response: The FHWA is proposing to use a data-driven,
risk-based oversight process similar to that associated with the NBIS.
The AASHTO requested that tunnels with at-grade internal roadways
and with no overhead roadways should be exempted from the load rating
requirement. The AASHTO and VDOT further suggested that Sec.
650.513(g) be revised to read, ``Rate each tunnel, which carries live
load above and within the influence area of the tunnel roof or lining
or carries traffic within the tunnel on a structural system, as to its
safe vehicular/non-vehicular load-carrying capacity in accordance with
the AASHTO Manual for Bridge Evaluation. Post or restrict the highways
in or over the tunnel in accordance with this same manual unless
otherwise specified in State law, when the maximum unrestricted legal
loads or State permit load exceed that allowed under the operating
rating or equivalent rating factor.''
The FHWA Response: The FHWA has modified the proposed rule at Sec.
650.513(g) to exempt at-grade roadways within tunnels from the NTIS
load rating requirement in response to AASHTO's comment. The FHWA has
also added a definition of at-grade roadway to Sec. 650.505 of the
NTIS. Further explanation is contained in the analysis for Sec.
650.505--Definitions. The FHWA believes the addition of this definition
will clarify what structural elements contained within a tunnel are
intended to be load rated. Additionally, FHWA does not believe that
dropping the word ``routine'' relative to load posting restrictions is
required to clarify the intent of these regulations.
The AASHTO requested that Quality Control/Quality Assurance (QC/QA)
requirements be developed in consultation with AASHTO. The VDOT
proposed revising subsection (i) to read ``Conduct systematic quality
assurance of tunnel inspections and ratings in accordance with the
owner's quality assurance program. Include periodic field review of
inspections and independent review of inspection reports and
computations in the owner developed program.''
The FHWA Response: The FHWA agrees and will work with AASHTO to
develop QC/QA guidelines. The FHWA disagrees with the proposed language
from VDOT because it does not specifically address Quality Control.
The AASHTO and VDOT recommended that FHWA develop inventory
reporting format guidelines for the NTIS similar to the NBIS Structural
Inventory and Appraisal (SI&A) sheets. The AASHTO and VDOT further
recommended that Sec. 650.513(h) be revised so that written reports
are maintained for in-depth, routine, and special tunnel inspections.
The FHWA Response: The FWHA agrees with AASHTO and VDOT concerning
developing inventory reporting guidelines. The FHWA-approved reporting
formats are included in the NTIS docket and available on the FHWA Web
site at www.fhwa.dot.gov/bridge/tunnel/library.htm.
Section 650.513(h) of these regulations would require that written
reports on the results of tunnel inspections, together with notations
of any action taken to address the findings of such inspections, be
maintained. It was intended that this language apply broadly to the
types of inspections performed: initial, routine, in-depth, and special
inspections.
The AASHTO and VDOT suggested annual reporting of critical findings
and corrective actions taken to resolve or monitor the same. They
further suggest that a critical finding be considered a system with a
general condition rating of ``3'' or less.
The FWHA Response: The FHWA has revised the reporting requirement
to ensure that critical findings, as defined in 23 CFR 650.305, are
addressed in a timely manner. The regulation proposes that FHWA be
notified within 24 hours of any critical finding and the activities
taken, underway or planned to resolve or monitor the critical finding.
Additionally, the regulation proposes an annual written report to FHWA
with a summary of the current status of the resolutions for each
critical finding identified within that year along with any critical
findings that remain unresolved from a previous year.
The FHWA believes that the definition of a critical finding would
be limited by adding the language proposed by the commenters. While it
is generally accepted that a system, element, or component with a
condition rating of ``3'' or less would be in poor condition, condition
rating systems can change. Additionally, a system, element, or
component with a condition rating of ``3'' or less might not warrant
being classified as a ``critical finding.'' For example, a sidewalk may
have deterioration that would warrant a condition rating of ``3'' or
less, but could adequately be addressed or repaired by the tunnel owner
without requiring reporting to FHWA. The intent of this portion of the
proposed regulations is to provide a reporting mechanism to FHWA of the
most extreme and critical structural, component, or system
deteriorations or failures that could be a threat to the traveling
public's safety and well-being. Further, this portion of the proposed
rule seeks to ensure that severe conditions are addressed in a timely
and appropriate manner through oversight and partnership with FHWA. The
FHWA believes that the current wording of this proposed rule adequately
fulfills this intent.
The AASHTO and VDOT suggested that FHWA revise Sec. 650.513(f) to
require initial, routine, and in-depth tunnel inspections be done with
qualified staff not associated with operation or maintenance of the
tunnel structure, but that this requirement should not apply to
drainage inspections.
The FHWA Response: The FHWA agrees that these proposed regulations
should not apply to drainage inspections not associated with an
initial, routine, in-depth, or special inspection. However, FHWA
declines to incorporate this suggested change to subsection (f), which
addresses inspection broadly and states that the inspection must be
performed by personnel separate and apart from the operation and
maintenance of the tunnel. This requirement is intended to provide an
outside perspective from an unbiased inspector, but it does not
preclude operation and maintenance personnel from contributing to the
inspection. Tunnel owners would be required by this rule to develop
inspection procedures for all types of inspections that would be
implemented by qualified staff.
The AASHTO commented that Sec. 650.513(h) be revised so that the
requirements to prepare inspection documentation using the HRTTIM
should apply only to in-depth inspections.
The FHWA Response: The HRTTIM has been replaced by the TOMIE Manual
as the manual incorporated by reference with guidance on inspection
documentation. The FHWA believes that the guidance contained in the
TOMIE Manual should apply to all levels of inspection and not be
limited to just in-depth inspections. The TOMIE Manual provides
guidance for documenting inspections that FHWA believes would add
consistency and value to asset management efforts.
650.515 Inventory
This section has been amended to direct owners and responsible
parties to FHWA-approved recording and coding guidance for the purpose
of assembling tunnel inventory information.
The NFPA recommended that tunnel inspection records be kept for 10
years or four inspection cycles, whichever is longer. The NFPA further
suggested that the rule should establish variable record
[[Page 46130]]
keeping requirements based on the different inspection cycles for
different types or groups of tunnels.
The FHWA Response: For the benefit of knowing the history of
previous rehabilitation and repair works, FHWA believes it is necessary
to keep tunnel records for the life of the tunnel, which is consistent
with the AASHTO Manual for Bridge Evaluation recommendation for bridge
records. This information is typically of high value in preparing
inspection plans and maintenance actions. Tunnel owners would be
required to prepare inspection reports as specified in Sec.
650.513(h). Inspection cycle is discussed in Sec. 650.511, Inspection
Interval.
The NFPA recommended a unique and meaningful tunnel ID system for
each and every tunnel.
The FHWA Response: The FHWA agrees that each tunnel needs a unique
ID and will provide guidance on how to generate these unique IDs
similarly to how owners generate the unique IDs assigned to bridges
under the NBIS.
The ASCE expressed support for the requirement that each Federal
agency or State complete an inventory of tunnels in their jurisdictions
within 30 days of the adoption of a final rule. The VDOT recommended
that FHWA change the target for submission of the preliminary inventory
from 30 days to within 90 days of the effective date of the rule.
Caltrans indicated that it is unrealistic to expect that all tunnels
will be inventoried and the results reported to FHWA within 30 days of
the effective date of the rule.
The FHWA Response: The FHWA understands the concern with completing
the preliminary tunnel inventory within 30 days of the effective date
of this rule and has changed the reporting requirement from 30 days to
120 days in Sec. 650.515(a).
The VDOT recommended that State DOTs should have the option of
using data from their existing inspection procedures to rate the
structural and functional conditions in their tunnels, converting the
data from their existing condition rating system to the NTIS format,
and submitting the data to FHWA within 120 days of the effective date
of this rule instead of using the HRTTIM chart.
The FHWA Response: For the purpose of the preliminary data
submission, FHWA agrees that existing data can be used if submitted in
the proper format. However, to ensure a uniform approach and criteria
are used to inspect all tunnels subject to this rule, FHWA is proposing
not to allow previous inspection data to be used for the NTIS initial
routine inspection.
The ASCE recommended including information on portals, geometric
ground conditions, lane clearances, and other geodata, and a complete
description of the mechanical systems in the inventory.
Caltrans also suggested FHWA develop a tunnel inventory system to
be compatible with existing National Bridge Inspection (NBI) coding
framework. The MassDOT strongly recommended that FHWA develop a
standard reporting format with standard coding conventions and codes
for reporting tunnel inventory data, in the same manner as the SI&A
sheet functions for bridges, before requiring the submission of the
preliminary inventory. The MassDOT noted that a tunnel may be divided
into segments due to its length and many segments may not have a portal
feature. The MassDOT recommended that FHWA take into account such a
segmentation of tunnels for inventory, inspection, and maintenance
purposes.
The FHWA Response: The FHWA would develop and provide guidance for
a tunnel inventory system consistent with the NBI format which would
permit segmenting of a tunnel at the discretion of the owner.
The Seattle Fire Department recommended collecting comprehensive
data for fire and life safety systems at the time of installation or in
the planned inspections in the first 12 months, and collecting a
separate set of information regarding ``design assumptions'' or the
basis of design. The Seattle Fire Department proposed adding a new
paragraph under Sec. 650.515(a) to address ``Fire and Life Safety
Systems and Basis of Design.'' Information collected under this
proposal would include component level inventory of fire and life
safety systems, such as fire detection, notification, fire suppression,
ventilation, exiting, and systems that are electronically controlled or
monitored by the fire and life safety system. In addition, the Seattle
Fire Department proposed collecting information about the assumptions
made during initial design and subsequent modifications to fire and
life safety systems, including the fire size, fire growth rate, smoke
propagation, and evacuation time.
The FHWA Response: Section 650.513(c) would require that design
assumptions are considered when establishing tunnel-specific inspection
procedures. Therefore, as information on the design of the functional
systems is needed to meet the requirements of this section, FHWA does
not believe it is necessary to add ``Fire and Life Safety Systems and
Basis for Design'' to Sec. 650.515(a).
The AASHTO recommended that FHWA establish a data format in
consultation with AASHTO. The AASHTO suggested this format should be
similar to the national bridge SI&A geometric data so that the two
inventories can be seamlessly integrated. The AASHTO also suggested
that the tunnel owner rate the structural and functional system in its
tunnels from 0 to 9 in accordance with the HRTTIM, or convert the data
from their existing condition rating system to the NTIS format and
submit the data to FHWA within 3 years of the effective date of this
rule.
The FHWA Response: The FHWA understands AASHTO's concerns but
proposes to require that all tunnels be inspected and rated according
to the TOMIE Manual until other guidelines become available. The tunnel
owners would need to submit a preliminary tunnel inventory within 120
days and perform an initial routine inspection of each tunnel within 24
months of the effective date of this rule or prior to the tunnel
opening to traffic as specified in Sec. 650.511(a)(1). To avoid any
duplicated efforts, FHWA deleted Sec. 650.515(b), Preliminary
assessment of tunnel condition. The information must be reported to
FHWA using approved forms included in the NTIS docket and available on
the FHWA Web site at www.fhwa.dot.gov/bridge/tunnel/library.htm.
650.517 Incorporation by Reference
The VDOT and AASHTO recommended that the HRTTIM be updated and
revised to be more reflective of the tunnel types, functional systems,
and environments that are typically found in highway tunnels, if it is
to serve the same function under these regulations as the Bridge
Inspection Reference Manual does under the NBIS. The VDOT also
recommended that FHWA revise the rule to remove any reference to
specific editions.
Numerous commenters noted that the HRTTIM needs to be updated to
better address inspection of electrical and mechanical components and
should be revised to include an element level rating system. PB
Americas commented that the current HRTTIM is inadequate and so should
not be included. Instead, PB Americas suggested using the 2009 FHWA
Technical Manual for Design and Construction of Road Tunnels--Civil
Elements, (FHWA Tunnel Manual) and the AASHTO Technical Manual for
Design and Construction of Road Tunnels--Civil Elements, First Edition
(AASHTO Tunnel Manual). The NFPA recommended that the rule reference
[[Page 46131]]
NFPA 502: Standard for Road Tunnels, Bridges, and Other Limited Access
Highways (2008 edition).
The FHWA response: The FHWA acknowledges that various commenters
have suggested updating the HRTTIM. The FHWA agrees and is now
proposing to incorporate by reference the TOMIE manual. The FHWA will
not be incorporating the FHWA or AASHTO Tunnel Manuals by reference
since the main focus of these manuals is design and construction of
road tunnels; however, tunnel owners are encouraged to use these
manuals, and the NFPA 502: Standard for Road Tunnels, Bridges, and
Other Limited Access Highways (2008 edition) as part of their
inspection programs. A new section, 650.519 Additional materials, has
been created to reference these recommended documents and to
differentiate them from the material incorporated by reference in the
regulatory text.
Comments on Notice of New Information Collection
The FHWA issued a Notice and Request for Comments on June 14, 2010,
(75 FR 33659) to solicit public comments regarding FHWA's request for
the Office of Management and Budget's (OMB) approval of new information
collection. The FHWA reviewed and analyzed the comments received in
response to the Request for Comments. The FHWA received comments on the
docket from 4 commenters, including: 3 State DOTs (New York DOT
(NYSDOT), Ohio DOT (ODOT), and VDOT) and 1 organization (AASHTO).
I. Estimate of Burden:
The VDOT, ODOT, and AASHTO commented that the 8 hour burden
estimate is low.
The ODOT and AASHTO commented that despite the fact that States are
already inspecting their tunnels, the burden on States may still be
high because States use different formats that may not be easily
adapted to the national standard. The ODOT and AASHTO noted that the
estimate of effort must also include: an initial effort of at least 1
year to set up systems to collect and store required data, time for
training, and increased time for collecting data. They noted that only
simple tunnels are likely to require only 8 hours.
The VDOT, ODOT, and AASHTO commented that the Request for Comment
doesn't give details of the data items that will be required. They
noted that without more detail, it is impossible to evaluate the time
required for collection, management, and reporting.
The VDOT and AASHTO commented that they cannot adequately assess
the level of effort because the Request for Comments did not provide
details regarding data storage, data formatting, or data submittal.
The FHWA Response: The FHWA understands the ODOT, VDOT and AASHTO
concerns about the burden to collect and report data. There are two
data collection burdens in the proposed rule: preliminary inventory
data and tunnel inspection data from either an initial or subsequent
routine inspection. The Request for Comments published in 2010 only
requested comments on the collection of the preliminary inventory data.
The estimate has now been expanded to encompass reporting of subsequent
inspection data as required by MAP-21. The FHWA specifically requests
comments on the revised information collection included in this
proposed rule.
Since many States are already inspecting their tunnels, they are
likely to have much of the data needed to satisfy the preliminary
inventory data collection burden. Likewise, since many States are
already collecting and storing inspection data they are likely to
already have much of the data needed to satisfy the inspection burden.
As a result, FHWA expects that the additional burden on the States to
report this data, possibly in an altered format, will be very minimal.
However, to allow States more time to set up systems to collect and
store data in the required format and to decrease the burden associated
with the collection of initial inspection data, FHWA is increasing the
timeframe for initial inspection from 12 to 24 months in the proposed
rule and eliminating the requirement to provide preliminary condition
data.
The Request for Comment (75 FR 33659) listed the preliminary
inventory data that FHWA proposes to collect to establish the National
Tunnel Inventory (NTI). The proposed tunnel inspection data is detailed
in the Specifications for National Tunnel Inventory. Both the proposed
preliminary inventory data form and the Specifications for the National
Tunnel Inventory are available for review at: www.fhwa.dot.gov/bridge/tunnel/library.htm.
It is the intent of FHWA to provide guidance on data formatting and
data submittal prior to the implementation of the proposed rule. States
will have the individual discretion to decide on the data storage
solutions that best fit their program.
Finally, FHWA specifically requests that tunnel owners provide
estimates of time to collect and report the inventory and inspection
data in their comments so that a more detailed analysis can be made of
the burden on States.
The AASHTO commented that data on interior tunnel structural
features is not commonly stored in a readily available format and will
be especially difficult to collect for older tunnels.
The FHWA Response: The FHWA maintains that 120 days is a reasonable
period of time for the collection and submission of preliminary tunnel
inventory data including data on the interior tunnel structural
features. However, for older tunnels where data on interior tunnel
structural features is not readily available or difficult to collect,
States are encouraged to begin identifying that data in order to ease
the burden of responding to the preliminary inventory data submission
requirement within the specified time frame.
II. Technical comments:
The VDOT, ODOT, and AASHTO commented that the NTIS should specify
data flat file format and provide an ``edit/update'' computer
application similar to the NBIS.
The VDOT, ODOT, and AASHTO noted that the FHWA should prepare the
tools to store and submit data before implementing data collection.
The FHWA Response: The FHWA is developing a data file format to be
used for NTI data submissions. Data quality checks similar to those
conducted on NBI submittal data files will be developed to ensure data
quality. It is the intent of FHWA to provide guidance on preliminary
inventory data submittals prior to the implementation of the proposed
rule. The FHWA will also provide guidance to the States on how to
appropriately submit routine data before these submittals are due.
States will have the individual discretion to decide on the data
storage solutions that best fit their program.
The VDOT recommends that FHWA develop a template using forms or
spreadsheets that can be easily populated for responses in order to
minimize the burden on States. The VDOT recommends that the template be
created in an easy format for State-by-State review and comparison.
The FHWA Response: The FHWA plans to use the Preliminary Tunnel
Inventory Data Form (included in the NTIS docket and available on FHWA
Web site at www.fhwa.dot.gov/bridge/tunnel/library.htm) to collect the
required preliminary inventory data. The Specifications for the
National Tunnel Inventory provide more details about and guidelines for
formatting, collecting and reporting inventory data to FHWA.
The FHWA is developing a data file format to be used for NTI data
[[Page 46132]]
submissions. Individual State data submissions could be used for State-
by-State reviews and comparisons.
III. Use of ``OneDOT'' for reporting:
The ODOT and the AASHTO commented that ``OneDOT'' is not designed
to record inventory style data. They suggest including the data in a
comment field or, preferably, constructing a table within ``OneDOT.''
The FHWA Response: The proposed rule does not require tunnel owners
to use any existing software or method to record inventory data. The
FHWA is developing the Specifications for the National Tunnel Inventory
(NTI) and the software tools needed to submit and store data as
required by the proposed rule. It is the intent of FHWA to make those
tools available prior to the implementation of the proposed rule.
IV. Information to include in the inventory:
The VDOT and NYSDOT proposed that the inventory include information
on tunnel systems, such as tunnel ventilation and fire suppression.
The VDOT proposed that the inventory include information about
emergency response, including fire response times, the responsible
agency for providing fire response, and whether the tunnel facility is
regulated or unregulated for hazardous materials.
The VDOT suggested that the inventory include a list of points of
contact for State tunnel facilities in order to facilitate interaction
among the States.
The FHWA Response: The Specifications for the National Tunnel
Inventory detail the type of data to be collected on ventilation and
fire suppression systems as well as whether a tunnel is regulated or
unregulated for hazardous material. However, FHWA does not feel it is
necessary to include data on emergency response, including fire
response times, the responsible agency for providing fire response, and
a list of points of contact for State tunnel facilities in the NTI. The
FHWA believes that the suggested data is very important to the
operation of the facility and should be readily accessible by the State
from their records, but is not needed at the national level.
V. Numbering System/``Portal Milepost'':
The VDOT and AASHTO commented that the ``Portal Milepost'' is not a
common locator for all agencies. The AASHTO suggested that FHWA allow
States to substitute a Bridge Management System Number or other common
locating system for the Portal Milepost.
The VDOT, ODOT, and AASHTO suggested the use of a national
numbering system.
The FHWA Response: The FHWA appreciates the comment. The proposed
rule no longer requires the reporting of ``Portal Milepost'' data as
part of the basic tunnel information to be collected. The
Specifications for the NTI will require that the linear referencing
system (LRS) as defined by the State for the Highway Performance
Monitoring System, be used to identify the location of each tunnel on
their highway network.
The FHWA does believe that each tunnel will need a unique ID.
However, in lieu of a national numbering system, FHWA will provide
guidance on how to generate these unique IDs similarly to how owners
generate the unique IDs assigned to bridges under the NBIS.
VI. Definition of ``Tunnel'':
The NYSDOT recommended that the rule provide a clear definition of
``tunnel'' and ``bore.'' The NYSDOT noted that cut-and-cover tunnels
should be included in the inventory, but that use of the term ``bore''
could eliminate them.
The NYSDOT commented that many structures that could be inventoried
as tunnels are already classified as bridges in the NBIS. The NYSDOT
recommended that the NTIS should not supersede these NBIS bridges.
The NYSDOT commented that the rule needs to define the maximum
distance between bores of the same tunnel. The NYSDOT recommended that
bores with distance greater than the maximum be inventoried as separate
tunnels.
The FHWA Response: The proposed rule defines a ``tunnel'' in
section 650.505 as an enclosed roadway for motor vehicle traffic with
vehicle access limited to portals, regardless of type of structure or
method of construction. Cut-and-cover refers to a method of
construction for a tunnel. Therefore, tunnels constructed with the cut-
and-cover method that meet all the other criteria of the tunnel
definition would be subject to the requirements of the proposed rule.
The proposed rule states that a structure shall be inspected and
inventoried under either the NBIS or the NTIS, but not both. The
proposed rule allows owners to determine if a structure in their
inventory is a tunnel or a bridge based on the guidance included in the
NBIS and the NTIS.
The term ``bore,'' which is generally associated with a type of
tunnel construction, is also used to identify the individual roadway
enclosures of a tunnel. The FHWA does not believe it is necessary to
establish a maximum distance between bores of a tunnel for inventory
purposes. Inventorying individual bores of a tunnel as separate tunnels
is being left to the discretion of the owner.
VII. Responsibility for inspection and reporting:
The ODOT and AASHTO recommended that the rule provide clear
guidelines on inspection responsibility, particularly for State DOTs
and for tunnels owned by Federal agencies. The AASHTO questioned
whether the inventory is limited to only highway tunnels, or whether it
includes railroad and pedestrian walkway tunnels as well.
The NYSDOT commented that it doesn't own any tunnels in the State
and will have to rely on tunnel owners for information to report to
FHWA.
The FHWA Response: The proposed rule will apply to all structures
defined as highway tunnels on all public roads, on and off Federal-aid
highways, including tribally and federally owned tunnels. Under title
23, the FHWA's primary relationship in a State is with the State DOT.
Therefore, the State DOT would be legally responsible for fulfilling
the requirements of these proposed regulations within its State's
boundaries. If current legal authority is not present within a State to
carry out this responsibility, the State DOT should seek that
authority. As a result of this proposed rule, State DOTs would be
responsible for the implementation of the proposed rule on all
applicable tunnels within their States with the exception of tribally
and federally owned tunnels as discussed in the section-by-section
analysis for Sec. 650.505.
The proposed rule does not apply to tunnels exclusively used by
railroads or pedestrians.
VIII. Define ``Preliminary Condition Data'':
The NYSDOT and AASHTO commented that the standards need to define
``preliminary condition data'' in order to correctly determine the
level of effort needed to collect and submit the data.
The FHWA Response: The proposed rule no longer requires
``preliminary condition data'' be collected or submitted. The proposed
rule would require that all tunnels be inspected according to the TOMIE
Manual until other guidelines become available. The collection and
submission of condition data is expected as a part of these
inspections. Tunnel owners will still need to submit preliminary
inventory data within 120 days of the effective date of this rule. To
avoid any
[[Page 46133]]
duplicated efforts, FHWA deleted Sec. 650.515(b) from the proposed
rule which required the submission of data indicating a preliminary
assessment of tunnel condition.
IX. General Comments:
The AASHTO recommended that FHWA not be too prescriptive on the
information it wants and that it allow some flexibility.
The FHWA Response: The FHWA appreciates the comment. The proposed
rule will require that all tunnels be inspected according to the TOMIE
Manual and the Specifications for the National Tunnel Inventory. These
guidelines will ensure that the data received from across the country
is adequately consistent to identify national trends in performance and
demonstrate the linkages between Federal transportation expenditures
and transportation agency programmatic results.
The AASHTO commented that the NCHRP Report titled ``Best Practices
for Implementing Quality Control and Quality Assurance for Tunnel
Inspection'' would be helpful in the development of the national
inspection program for tunnels.
The FHWA Response: The FHWA appreciates and agrees with the comment
that the NCHRP Report titled ``Best Practices for Implementing Quality
Control and Quality Assurance for Tunnel Inspection'' would be helpful
in the development of the national inspection program for tunnels. This
document was considered during the development of the proposed rule.
Executive Order 12866 (Regulatory Planning and Review), Executive Order
13563 (Improving Regulation and Regulatory Review), and DOT Regulatory
Policies and Procedures
The FHWA has determined that this proposed rule constitutes a
significant regulatory action within the meaning of Executive Order
12866 and is significant within the meaning of the DOT regulatory
policies and procedures. This action complies with Executive Orders
12866 and 13563 to improve regulation. This action is considered
significant because of widespread public interest in the safety of
highway tunnels, although not economically significant within the
meaning of Executive Order 12866.
Current Cost of Tunnel Inspections
Having received relatively few comments at the ANPRM stage
regarding costs and mindful of the potential cost implications of the
proposed rule, in the NPRM, FHWA renewed its specific request for
information regarding estimated or actual costs associated with tunnel
inspections, particularly the typical inspection costs per linear foot
of tunnel. In addition, the FHWA requested comments regarding the
anticipated increased costs the proposed NTIS would impose on tunnel
owners. Only WSDOT commented on the cost of tunnel inspections in
response to the NPRM. The WSDOT stated that the budget for the recently
completed mechanical and electrical in-depth inspection of the MLK Lid
and Mount Baker Ridge Tunnel was $409,500 for the consultants alone.
The WSDOT was in the process of negotiating a scope of work and cost
estimate for a similar inspection in the spring for the Mercer Island
Tunnel and the Convention Center, which was expected to be of similar
magnitude. While FHWA appreciates WSDOT providing such information, it
is unclear from the information received what the scope of the work and
inspection for this particular tunnel would be. Without further
information on the length of the tunnel, the complexity of the design,
and the number and type of functional systems, it is difficult to
determine if the numbers provided by WSDOT fall within the anticipated
cost range FHWA has outlined below. As a result of this lack of
information and the broadened scope of the proposed rule, FHWA renews
its request for estimated or actual costs associated with tunnel
inspections, particularly the typical inspection costs per linear foot
of tunnel. In addition, FHWA specifically requests information on the
following: (1) The average number of critical findings that are
identified during inspections, (2) the average cost of fixing critical
findings that are identified during inspections, (3) cost savings
associated with the repair of critical findings, (4) costs
(administrative, economic, and any other) associated with closing
tunnels, roads, etc. in order to conduct inspections according to the
provisions in this rulemaking, and (5) any other data the public
believes would be helpful in determining the costs and benefits
associated with addressing critical findings.
The FHWA's 2003 tunnel inventory survey indicates that there are
approximately 45 organizations that own, operate, and/or maintain
approximately 350 vehicular (highway) tunnels (bores) in the United
States. These tunnels represent nearly 100 miles--running the distance
of approximately 517,000 linear feet--of Interstates, State routes, and
local routes. Tunnel inspection costs can vary greatly from tunnel to
tunnel. Comments to the ANPRM and NPRM suggested that current
inspection costs range from $5 to $75 per linear foot per inspection
depending on the complexity of the tunnel. If we assume that each
highway tunnel includes four lanes, FHWA estimates that the total
current inspection cost for all tunnel owners could range between
$10,340,000 (4 lanes x 517,000 x $5) and $155,100,000 (4 lanes x
517,000 x $75). This results in a current estimated average cost range
between $29,542 ($10,340,000/350) and $443,142 ($155,100,000/350) per
tunnel bore, per inspection. These figures reflect current costs to
inspect and do not include the additional costs anticipated to be
associated with this rulemaking.
Costs Effects of the NTIS
Based on data from the 2003 survey, and subsequent communications
the agency had with two tunnel owners, only 2 tunnel owners (the
Metropolitan Transportation Authority in New York and the VDOT), that
together own 15 tunnel bores, would be required to increase their
current inspection frequency as a result of the interval for inspection
required by this action.\13\ These 2 tunnel owners have inspection
intervals that are longer than the proposed 24 months, and based on
FHWA's tunnel inspection cost estimate range would experience an
increase in costs due to more frequent tunnel inspections. Using the
estimated inspection cost range for a single tunnel bore arrived at
above ($29,542 to $443,142), we can estimate the total aggregate cost
increase for the two tunnel owners not currently inspecting at the
required interval.
---------------------------------------------------------------------------
\13\ In July 2012, VDOT entered into a 58-year concession with
Elizabeth River Crossings for the Downtown and Midtown tunnels in
southern Virginia. The concession agreement requires Elizabeth River
Crossings to meet or exceed VDOT's standards for tunnel inspections,
including tunnel inspections frequencies.
---------------------------------------------------------------------------
Owner A currently inspects at a 10-year interval and owns four
tunnel bores. We estimate the current annual inspection costs for Owner
A to be between $2,954.2 ($29,542/10) and $44,314.2 ($443,142/10) per
tunnel bore. Under the proposed rule, we estimate the annual inspection
costs for Owner A to be between $14,771 ($29,542/2) and $221,571
($443,142/2) per tunnel bore. As a result, Owner A would see an
estimated annual cost increase of between $11,817 ($14,771 -$2,954.2)
and $177,257 ($221,571 -$44,314.2) per tunnel bore. For all four tunnel
bores owned by Owner A, we estimate the current annual inspection costs
to be
[[Page 46134]]
between $11,817 (4 x $2,954.2) and $177,257 (4 x $44,314.2). Under the
proposed rule, we estimate the annual inspection costs for all four
tunnel bores to be between $59,084 (4 x $14,771) and $886,284 (4 x
$221,571). As a result, Owner A would see an estimated total cost
increase of between $47,267 ($59,084 -$11,817) and $709,027 ($886,284 -
$177,257).
Owner B currently inspects at a 7-year interval and owns 11 tunnel
bores. We estimate the current annual inspection costs for Owner B to
be between $4,220.3 ($29,542/7) and $63,306 ($443,142/7) per tunnel
bore. Under the proposed rule, we estimate the annual inspection costs
for Owner B to be between $14,771 ($29,542/2) and $221,571 ($443,142/2)
per tunnel bore. As a result, Owner B would see an estimated annual
cost increase of between $10,551 ($14,771 -$4,220) and $158,265
($221,571 -$63,306) per tunnel bore. For all 11 tunnel bores owned by
Owner B, we estimate the current annual inspection costs to be between
$46,423 (11 x $4,220.3) and $696,366 (11 x $63,306). Under the proposed
rule, we estimate the annual inspection costs for all 11 tunnel bores
to be between $162,481 (11 x $14,771) and $2,437,281 (11 x $221,571).
As a result, Owner B would see an estimated total cost increase of
between $116,058 ($162,481 -$46,420) and $1,740,915 ($2,437,281 -
$696,366).
Based on the above analysis, FHWA estimates the current aggregate
annual cost of tunnel inspections for the two affected tunnel owners to
be between $58,240 ($11,817 + $46,423) and $873,623 ($177,257 +
$696,366). Under the inspection interval that would be required by the
proposed rule, we estimate the aggregate annual cost to be between
$221,565 (59,084 + $162,481) and $3,323,565 ($886,284 + $2,437,281). As
a result, FHWA estimates the aggregate annual cost increase for the
inspections for the two affected tunnel owners to range between
$163,325 (low) ($221,565 -$58,240) and $2,449,942 (high) ($3,323,565 -
$873,623). The FHWA notes that each tunnel owner must collect and
submit inventory data information for all tunnels subject to this
proposed rule within 120 days of the effective date and when requested
by FHWA in the future. The total estimated cost to collect, manage, and
report preliminary inventory data is $56,160 (2,808 hours @ $20/hour =
$56,160). As a result, FHWA estimates the total aggregate annual cost
increase for the inspections for the two affected tunnel owners to
range between $219,485 (low) ($163,325 + $56,160) and $2,506,102 (high)
($2,449,942 + $56,160).
The FHWA expects that the overall increase in costs of inspecting
tunnels would be modest, as the vast majority of tunnel owners already
inspect at the 24-month interval proposed by the NTIS. However, FHWA
does not have sufficient information regarding the cost increase from
the rest of the provisions of the rulemaking such as fixing critical
defects and closing tunnels and roads in order to conduct the
inspections. The FHWA recognizes that the 2003 tunnel inventory survey
does not represent the full universe of tunnel owners and tunnels, but
believes that it is comprehensive enough to draw preliminary
conclusions on the cost effects of this proposed rule. The FHWA also
assumes that any increase in the cost per inspection resulting from the
rule's requirements would not cause the cost per inspection to exceed
the upper end of the range of inspection costs assumed in the analysis.
The FHWA requests tunnel owners to submit comments on the accuracy and
reasonableness of FHWA's tunnel inventory and inspection cost
assumptions (above).
In addition to the costs associated with more frequent inspections,
FHWA expects that tunnel owners may experience a modest increase in
costs as a result of the training requirements contained in the
proposed rule. Based on the training of bridge inspectors under the
NBIS, we estimate that the cost to train a tunnel inspector will be
approximately $3,000 over a 10-year period (1 basic class and 2
refresher classes).
The above estimated tunnel inspection costs were compiled based on
the limited cost data submitted by tunnel owners in response to the
NPRM. The FHWA requests that States, Federal agencies, and others
submit their most current inspection costs per each tunnel in their
inventory which will help the agency prepare a more comprehensive cost
estimate of tunnel inspections. In addition, FHWA requests that tunnel
owners submit information on the costs associated with training tunnel
inspectors and the costs associated with the repair of critical defects
identified during inspections (including user costs resulting from lane
closures during the repair period). The FHWA also requests information
on how frequently currently conducted inspections identify significant
safety defects in tunnels that require repairs and what costs appear to
have been prevented as a result of identifying the defect during an
inspection rather than as a result of a failure.
Benefits Resulting From the NTIS
Timely tunnel inspection could uncover safety problems. The agency
is taking this action to respond to the statutory directive in MAP-21
and because it believes that ensuring timely and reliable inspections
of highway tunnels will result in substantial benefits by enhancing the
safety of the traveling public and protecting investments in key
infrastructure. In addition, we believe that any repairs or changes
that take place because of problems identified in the inspections could
lead to substantial economic savings.
Additionally, the proposed NTIS could protect investments in key
infrastructure, as early detection of problems in tunnels could
increase the longevity of these assets and avoid more costly
rehabilitation and repair actions over time. It is generally accepted
in the transportation structures community that inspection and
maintenance are effective forms of avoiding substantial future costs.
For example, a 2005 University of Minnesota study on the benefits of
asphalt runway maintenance concluded that, at a minimum, the costs of
maintaining a runway were half those of not maintaining a runway when
measured over the life of the asset.\14\ However, the study's
conclusions only considered the direct costs of maintenance and
construction and not the indirect costs associated with the mobility of
the traveling public, goods and services and freight. As tunnels
provide mobility, which is vital to local, regional, and national
economies, and to our national defense, it is imperative that these
facilities are properly inspected and maintained to avoid both the
direct costs associated with rehabilitation and the indirect costs to
users.
---------------------------------------------------------------------------
\14\ ``Pavement preservation: protecting your airport's biggest
investment,'' AirTAP Briefings, Airport Technical Assistance Program
of the Center for Transportation Studies at the University of
Minnesota, summer 2005. An electronic version is located at: https://www.airtap.umn.edu/publications/briefings/2005/Briefings-2005-Summer.pdf.
---------------------------------------------------------------------------
The above description of tunnel inspection benefits were summarized
from the limited benefit data submitted by tunnel owners in response to
the NPRM and compiled by FHWA. The FHWA requests that States, Federal
agencies, and others submit any additional benefit data that will help
the agency prepare a more comprehensive analysis of the benefits
associated with tunnel inspections. The FHWA specifically requests data
on the cost savings associated with the repair of
[[Page 46135]]
critical defects identified during inspections.
Summary
As established above, FHWA does not have sufficient information to
estimate total costs and total benefits of this rulemaking. The Agency
has preliminary estimates regarding just the inspection portion of the
rulemaking and believes them to be between $219,485 (low) and
$2,506,102 (high). The FHWA seeks information regarding the full costs
and benefits of this rulemaking.
Regulatory Flexibility Act
In compliance with the Regulatory Flexibility Act (Pub. L. 96-354,
5 U.S.C. 601-612), FHWA has evaluated the effects of this SNPRM on
small entities and anticipates that this action will not have a
significant economic impact on a substantial number of small entities.
Because the regulations are primarily intended for States and Federal
agencies, FHWA has determined that the action will not have a
significant economic impact on a substantial number of small entities.
States and Federal agencies are not included in the definition of small
entity set forth in 5 U.S.C. 601. Therefore, the Regulatory Flexibility
Act does not apply, and FHWA certifies that the action will not have a
significant economic impact on a substantial number of small entities.
Unfunded Mandates Reform Act of 1995
The FHWA has determined that this SNPRM will not impose unfunded
mandates as defined by the Unfunded Mandates Reform Act of 1995 (Pub.
L. 104-4, March 22, 1995, 109 Stat. 48). The NTIS is needed to ensure
safety for the users of the Nation's tunnels and to help protect
Federal infrastructure investment. As discussed above, FHWA finds that
this regulatory action will not result in the expenditure by State,
local, and tribal governments, in the aggregate, or by the private
sector, of $143,100,000 or more in any one year (2 U.S.C. 1532).
Additionally, the definition of ``Federal mandate'' in the Unfunded
Mandates Reform Act excludes financial assistance of the type in which
State, local, or tribal governments have authority to adjust their
participation in the program in accordance with changes made in the
program by the Federal Government. The Federal-aid highway program
permits this type of flexibility.
Executive Order 13132 (Federalism Assessment)
The FHWA has analyzed this SNPRM in accordance with the principles
and criteria contained in Executive Order 13132. The FHWA has
determined that this action will not have sufficient federalism
implications to warrant the preparation of a federalism assessment. The
FHWA has also determined that this action will not preempt any State
law or State regulation or affect the States' ability to discharge
traditional State governmental functions.
Executive Order 12372 (Intergovernmental Review)
The regulations implementing Executive Order 12372 regarding
intergovernmental consultation on Federal programs and activities apply
to this program. Local entities should refer to the Catalog of Federal
Domestic Assistance Program Number 20.205, Highway Planning and
Construction, for further information.
Paperwork Reduction Act
Under the Paperwork Reduction Act of 1995 (PRA) (44 U.S.C. 3501 et
seq.), Federal agencies must obtain approval from OMB for each
collection of information they conduct, sponsor, or require through
regulations. This action contains a collection of information
requirement under the PRA. The MAP-21 requires the Secretary to
inventory all tunnels on public roads, on and off Federal-aid highways,
including tribally owned and federally owned tunnels. In addition, each
State, Federal agency, and tribal government is required to report to
the Secretary on: the results of tunnel inspections and notations of
any action taken pursuant to the findings of the inspections, and
current inventory data for all highway tunnels reflecting the findings
of the most recent tunnel inspection conducted. In order to be
responsive to the requirements of MAP-21, FHWA proposes to collect data
to establish a NTI and to require the submission of data on the results
of tunnel inspections. A description of the collection requirements,
the respondents, and an estimate of the estimated annual reporting
burden are set forth below:
National Tunnel Inventory Collection
The FHWA proposes to collect data to establish an NTI. Initially a
subset of the Inventory Items defined in the Specifications of the
National Tunnel Inventory will be collected. This information will be
reported to FHWA on the Preliminary Tunnel Inventory Data Form which is
included in the NTIS docket and available on the FHWA Web site at:
www.fhwa.dot.gov/bridge/tunnel/library.htm.
The following is the data that will be collected under the NTI on
the Preliminary Tunnel Inventory Data Form:
(1) Identification Items: tunnel number, tunnel name, State code,
county code, place code, highway agency district, route number, route
direction, route type, facility carried, LRS route ID, LRS mile point,
tunnel portal's latitude, tunnel portal's longitude, border tunnel
State or county code, border tunnel financial responsibility, border
tunnel number and border tunnel inspection responsibility.
(2) Age and Service Items: year built, year rehabilitated, total
number of lanes, average daily traffic, average daily truck traffic,
year of average daily traffic, detour length and service in tunnel.
(3) Classification Items: owner, operator, direction of traffic,
toll, NHS designation, STRAHNET designation and functional
classification.
(4) Geometric Data Items: tunnel length, minimum clearance over
tunnel roadway, roadway curb-to-curb width, and left curb and right
curb widths.
(5) Structure Type and Material Items: number of bores, tunnel
shape, portal shape, ground conditions and complexity.
The anticipated respondents include the 50 States, the District of
Columbia, Puerto Rico, and any Federal agencies and tribal governments
that own tunnels. The estimated burden on the States to collect,
manage, and report this data is assumed to be 8 hours per tunnel for a
total estimate of 2,808 hours for all 350 estimated tunnels in the
Nation. This represents an average of 54 hours per responder. With the
average time of 54 hours per responder to collect, manage and report
preliminary inventory data, it is estimated that the burden hours will
total 2,808 hours per year (52 responses x 54.00 hours per responder =
2,808 hours).
Annual Inspection Reporting
In addition to the preliminary inventory information described
above, tunnel owners are required to report to the Secretary on the
results of tunnel inspections and notations of any action taken
pursuant to the findings of the inspections. For all inspections,
tunnel owners would be required to enter the appropriate inspection
data into the State DOT, Federal agency, or tribal government inventory
within 3 months from the completion of the inspection. The number of
responses per year is based on the total number of tunnels in the
United States of 350, with approximately one half being inspected each
year based on the standard 24 month inspection frequency. The annual
responses are estimated at 175
[[Page 46136]]
for routine inspections. With the average time of 40 hours to collect,
manage and report routine inspection data, and an additional 2,080
hours to follow up on critical findings, it is estimated that the
burden hours will total 9,080 hours per year (7,000 hours (175
responses x 40.00 hours per response) + 2,080 hours (for follow-up on
critical findings) = 9,080 burden hours).
Estimated Total Annual Burden Hours
The FHWA estimates that the collection of information contained in
this proposed rule would result in approximately 11,888 total annual
burden hours (2,808 hours for preliminary inventory collection + 9,080
for annual inspections = approximately 11,888 total annual burden
hours). Since the majority of States are already inspecting their
tunnels, they are likely to have much of the data needed to satisfy the
preliminary inventory data collection burden. Likewise, since many
States are already collecting and storing inspection data they are
likely to already have much of the data needed to satisfy the routine
inspection burden. As a result, FHWA expects that the additional burden
on the States to report this data will be very minimal.
A notice seeking public comments on the collection of information
included in this proposed rule was published in the Federal Register on
June 14, 2010 at 75 FR 33659. The FHWA received comments from 4
commenters, including 1 organization (AASHTO) and 3 State DOTs (New
York, Oregon, and Virginia). These comments have been addressed above.
The Department again invites interested persons to submit comments
on any aspect of the information collection, including the following:
(1) Whether the proposed collection of information is necessary for the
DOT's performance, including whether the information will have
practical utility; (2) the accuracy of the DOT's estimate of the burden
of the proposed information collection; (3) ways to enhance the
quality, usefulness, and clarity of the collected information; and (4)
ways that the burden could be minimized, including the use of
electronic technology, without reducing the quality of the collected
information. Comments submitted in response to this notice will be
summarized or included, or both, in the request for OMB approval of
this information collection.
National Environmental Policy Act
The Department has analyzed this action for the purpose of the
National Environmental Policy Act of 1969, as amended (42 U.S.C. 4321
et seq.), and has determined that this action would not have a
significant effect on the quality of the environment and qualifies for
the categorical exclusion at 23 CFR 771.117(c)(20).
Executive Order 12630 (Taking of Private Property)
This action will not affect a taking of private property or
otherwise have taking implications under Executive Order 12630,
Governmental Actions and Interference With Constitutionally Protected
Property Rights.
Executive Order 12988 (Civil Justice Reform)
This action meets applicable standards in section 3(a) and 3(b)(2)
of Executive Order 12988, Civil Justice Reform, to minimize litigation,
eliminate ambiguity, and reduce burden.
Executive Order 13045 (Protection of Children)
The FHWA has analyzed this action under Executive Order 13045,
Protection of Children from Environmental Health Risks and Safety
Risks. This proposed rule does not concern an environmental risk to
health or safety that may disproportionately affect children.
Executive Order 13175 (Tribal Consultation)
The FHWA has conducted a preliminary analysis of this proposed
action under Executive Order 13175, dated November 6, 2000. The FHWA
believes that this proposed ruled will not have substantial direct
effects on one or more Indian Tribes, will not impose substantial
direct compliance costs on Indian tribal governments, and will not
preempt tribal law. To FHWA's knowledge, there are no tunnels that are
owned, operated, or maintained by Indian tribal governments. However,
FHWA requests comments from Indian tribal governments and others
regarding any potential impacts that this SNPRM may have on Indian
Tribes. The FHWA specifically requests information on the number of
tunnels owned or operated by Indian tribal governments. This
information will allow the agency to conduct a more thorough analysis
of the possible effect of this SNPRM on Indian Tribes.
Executive Order 13211 (Energy Effects)
The FHWA has analyzed this proposed rule under Executive Order
13211, Actions Concerning Regulations That Significantly Affect Energy
Supply, Distribution, or Use. We have determined that the rule will not
constitute a significant energy action under that order because,
although it is considered a significant regulatory action under
Executive Order 12866, it is not likely to have a significant adverse
effect on the supply, distribution, or use of energy.
Executive Order 12898 (Environmental Justice)
Executive Order 12898 requires that each Federal agency make
achieving environmental justice part of its mission by identifying and
addressing, as appropriate, disproportionately high and adverse human
health or environmental effects of its programs, policies, and
activities on minorities and low-income populations. The FHWA has
determined that this rule does not raise any environmental justice
issues.
Regulation Identification Number
A regulation identification number (RIN) is assigned to each
regulatory action listed in the Unified Agenda of Federal Regulations.
The Regulatory Information Service Center publishes the Unified Agenda
in April and October of each year. The RIN contained in the heading of
this document can be used to cross reference this action with the
Unified Agenda.
List of Subjects in 23 CFR Part 650
Bridges, Grant programs-- transportation, Highways and roads,
Incorporation by reference, Reporting and record keeping requirements.
Issued in Washington, DC, on July 16, 2013, under authority
delegated in 49 CFR 1.85(a)(1).
Victor M. Mendez,
FHWA Administrator.
In consideration of the foregoing, the FHWA proposes to amend title
23, Code of Federal Regulations, part 650, by adding subpart E, as set
forth below:
PART 650--BRIDGES, STRUCTURES, AND HYDRAULICS
0
1. The authority citation for part 650 is amended to read as follows:
Authority: 23 U.S.C. 119, 144, and 315.
0
2. Add Subpart E to read as follows:
Subpart E--National Tunnel Inspection Standards
Sec.
650.501 Purpose.
650.503 Applicability.
650.505 Definitions.
650.507 Tunnel Inspection Organization.
650.509 Qualifications of personnel.
650.511 Inspection interval.
650.513 Inspection procedures.
[[Page 46137]]
650.515 Inventory.
650.517 Incorporation by reference.
650.519 Additional materials.
Subpart E--National Tunnel Inspection Standards
Sec. 650.501 Purpose.
This subpart sets the national standards for the proper safety
inspection and evaluation of all highway tunnels in accordance with 23
U.S.C. 144.
Sec. 650.503 Applicability.
The National Tunnel Inspection Standards (NTIS) in this subpart
apply to all structures defined as highway tunnels on all public roads,
on and off Federal-aid highways, including tribally and federally owned
tunnels.
Sec. 650.505 Definitions.
The following terms used in this subpart are defined as follows:
American Association of State Highway and Transportation Officials
(AASHTO) Manual for Bridge Evaluation. The term ``AASHTO Manual for
Bridge Evaluation'' has the same meaning as in Sec. 650.305.
At-grade roadway. Paved or unpaved travel ways within the tunnel
that carry vehicular traffic and are not suspended or supported by a
structural system.
Bridge inspection experience. The term ``bridge inspection
experience'' has the same meaning as in Sec. 650.305.
Complex tunnel. A tunnel characterized by advanced or unique
structural elements or functional systems.
Comprehensive tunnel inspection training. FHWA-approved training
that covers all aspects of tunnel inspection and enables inspectors to
relate conditions observed in a tunnel to established criteria.
Critical finding. The term ``critical finding'' has the same
meaning as in Sec. 650.305.
Damage inspection. The term ``damage inspection'' has the same
meaning as in Sec. 650.305.
Federal-aid highway. The term ``Federal-aid highway'' has the same
meaning as in 23 U.S.C. 101(a)(5).
Functional systems. Non-structural systems, such as electrical,
mechanical, fire suppression, ventilation, lighting, communications,
monitoring, drainage, traffic signals, emergency response (including
egress, refuge room spacing, or carbon monoxide detection), or traffic
safety components.
Hands-on inspection. The term ``hands-on inspection'' has the same
meaning as in Sec. 650.305.
Highway. The term ``highway'' has the same meaning as in 23 U.S.C.
101(a)(11).
In-depth inspection. A close-up inspection of one, several, or all
tunnel structural elements or functional systems to identify any
deficiencies not readily detectable using routine inspection
procedures; hands-on inspection may be necessary at some locations. In-
depth inspections may occur more or less frequently than routine
inspections, as outlined in the tunnel-specific inspection procedures.
Initial inspection. The first inspection of a tunnel to provide all
inventory and appraisal data and to determine the condition baseline of
the structural elements and functional systems.
Inspection Date. The date established by the Program Manager on
which a regularly scheduled routine inspection begins for a tunnel.
Legal load. The maximum legal load for each vehicle configuration
permitted by law for the State in which the tunnel is located.
Load rating. The determination of the vehicular live load carrying
capacity within or above the tunnel using structural plans and
supplemented by information gathered from a routine, in-depth, or
special inspection.
Operating rating. The term ``operating rating'' has the same
meaning as in 23 CFR 650.305.
Portal. The entrance and exit of the tunnel exposed to the
environment; portals may include bare rock, constructed tunnel entrance
structures, or buildings.
Procedures. Written documentation of policies, methods,
considerations, criteria, and other conditions that direct the actions
of personnel so that a desired end result is achieved consistently.
Professional engineer (P.E.). An individual who has fulfilled
education and experience requirements and passed rigorous examinations
that, under State licensure laws, permits them to offer engineering
services within their areas of expertise directly to the public.
Engineering licensure laws vary from State to State. In general, to
become a P.E., an individual must be a graduate of an engineering
program accredited by the Accreditation Board for Engineering and
Technology, pass the Fundamentals of Engineering exam, gain 4 years of
experience working under a P.E., and pass the Principles of Practice of
Engineering exam.
Program manager. The individual in charge of the inspection program
who has been assigned or delegated the duties and responsibilities for
tunnel inspection, reporting, and inventory. The Program Manager
provides overall leadership and guidance to inspection Team Leaders.
Public road. The term ``public road'' has the same meaning as in 23
U.S.C. 101(a)(21).
Quality assurance. The use of sampling and other measures to assure
the adequacy of quality control procedures in order to verify or
measure the quality level of the entire tunnel inspection and load
rating program.
Quality control. Procedures that are intended to maintain the
quality of a tunnel inspection and load rating at or above a specified
level.
Routine inspection. A regularly scheduled comprehensive inspection
encompassing all tunnel structural elements and functional systems and
consisting of observations and measurements needed to determine the
physical and functional condition of the tunnel, to identify any
changes from initial or previously recorded conditions, and to ensure
that tunnel components continue to satisfy present service
requirements.
Routine permit load. A vehicular load that has a gross weight, axle
weight, or distance between axles not conforming with State laws for
legally configured vehicles, and is authorized for unlimited trips over
an extended period of time to move alongside other heavy vehicles on a
regular basis.
Special inspection. An inspection, scheduled at the discretion of
the tunnel owner, used to monitor a particular known or suspected
deficiency.
State transportation department (State DOT). The term ``State
transportation department'' has the same meaning as in 23 U.S.C.
101(a)(34).
Team leader. The on-site individual in charge of an inspection team
responsible for planning, preparing, performing, and reporting on
tunnel inspections.
Tunnel. An enclosed roadway for motor vehicle traffic with vehicle
access limited to portals, regardless of type of structure or method of
construction. Tunnels do not include bridges or culverts inspected
under the National Bridge Inspection Standards (23 CFR part 650,
subpart C--National Bridge Inspection Standards). Tunnels are
structures that require, based on the owner's determination, special
design considerations that may include lighting, ventilation, fire
protection systems, and emergency egress capacity.
Tunnel inspection experience. Active participation in the
performance of tunnel inspections in accordance with the National
Tunnel Inspection Standards, in either a field inspection, supervisory,
or management role. A combination of tunnel design, tunnel maintenance,
tunnel construction, and
[[Page 46138]]
tunnel inspection experience, with the predominant amount in tunnel
inspection, is acceptable.
Tunnel inspection refresher training. A FHWA-approved training
course that aims to improve the quality of tunnel inspections,
introduce new techniques, and maintain the consistency of the tunnel
inspection program.
Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE)
Manual. The ``Tunnel Operations, Maintenance, Inspection and Evaluation
(TOMIE) Manual'' 2013 edition, published by the Federal Highway
Administration (incorporated by reference, see Sec. 650.517).
Tunnel-specific inspection procedures. Written documentation of the
directions necessary to plan for and conduct an inspection. Directions
include, among other things, coverage of inspection methods, frequency
of each method, inspection equipment, access equipment, identification
of tunnel elements, components and functional systems, traffic
coordination, and specialized qualifications for inspecting personnel.
Sec. 650.507 Tunnel Inspection Organization.
(a) Each State DOT must inspect, or cause to be inspected, all
highway tunnels located on public roads, on and off Federal-aid
highways, that are fully or partially located within the State's
boundaries, except for tunnels that are owned by Federal agencies or
tribal governments.
(b) Each Federal agency must inspect, or cause to be inspected, all
highway tunnels located on public roads, on and off Federal-aid
highways, that are fully or partially located within the respective
agency's responsibility or jurisdiction.
(c) Each tribal government must inspect, or cause to be inspected,
all highway tunnels located on public roads, on and off Federal-aid
highways, that are fully or partially located within the respective
tribal government's responsibility or jurisdiction.
(d) Where a tunnel is jointly owned, all bordering States, Federal
agencies, and tribal governments with ownership interests should
determine through a joint formal written agreement the inspection
responsibilities of each State, Federal agency, and tribal government.
(e) Each State that contains one or more tunnels subject to these
regulations, or Federal agency or tribal government with a tunnel under
its jurisdiction, must include a tunnel inspection organization that is
responsible for the following:
(1) Statewide, Federal agency-wide, or tribal government-wide
tunnel inspection policies and procedures (both general and tunnel-
specific), quality control and quality assurance procedures, and
preparation and maintenance of a tunnel inventory.
(2) Tunnel inspections, written reports, load ratings, and other
requirements of these standards.
(3) Maintaining a registry of nationally certified tunnel
inspectors that work in their State or for their Federal agency or
tribal government that includes, at a minimum, a method to positively
identify each inspector, documentation that the inspector's training
requirements are up-to-date, the inspector's current contact
information and detailed information about any adverse action that may
affect the good standing of the inspector.
(f) Functions identified in paragraphs (e)(1), (e)(2), and (e)(3)
of this section may be delegated through a formal written agreement,
but such delegation does not relieve the State DOT, Federal agency, or
tribal government of any of its responsibilities under this subpart.
(g) The State DOT, Federal agency, or tribal government tunnel
inspection organization must have a Program Manager with the
qualifications listed in Sec. 650.509(a), who has been delegated
responsibility for paragraphs (e)(1), (e)(2) and (e)(3) of this
section.
Sec. 650.509 Qualifications of personnel.
(a) A Program Manager must, at a minimum, be a registered P.E. and
have 10 years tunnel or bridge inspection experience and be a
nationally certified tunnel inspector. In evaluating 10 years of
experience, the following criteria should be considered:
(1) The relevance of the individual's actual experience, including
the extent to which the individual's experience has enabled the
individual to develop the skills needed to properly lead a tunnel
safety inspection.
(2) The individual's exposure to the problems or deficiencies
common in the types of tunnels being inspected by the individual.
(3) The individual's understanding of the specific data collection
needs and requirements.
(b) A Team Leader must, at a minimum, be a registered P.E. and be a
nationally certified tunnel inspector.
(c) The individual responsible for load rating a tunnel must be a
registered P.E.
(d) An inspector must, at a minimum, be a nationally certified
tunnel inspector.
(e) A nationally certified tunnel inspector must:
(1) Complete a FHWA-approved comprehensive tunnel inspection
training course,
(2) Complete a FHWA-approved tunnel inspection refresher training
course once every 48 months subsequent to satisfying the requirement of
paragraph (e)(1) of this section,
(3) Provide documentation of their training status and current
contact information to the Tunnel Inspection Organization of each State
DOT, Federal agency, or tribal government for which they will be
performing tunnel inspections.
Sec. 650.511 Inspection interval.
Each State DOT, Federal agency, or tribal government tunnel
inspection organization must conduct or cause the following to be
conducted for each tunnel described in Sec. 650.503:
(a) Initial Inspection. (1) For existing tunnels, within 24 months
of the effective date of this rule, conduct a routine inspection of
each tunnel according to the inspection guidance provided in the Tunnel
Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual
(incorporated by reference, see Sec. 650.517).
(2) For tunnels completed after these regulations take effect, the
initial routine inspection shall be conducted after all construction is
completed and prior to opening to traffic according to the inspection
guidance provided in the Tunnel Operations, Maintenance, Inspection and
Evaluation (TOMIE) Manual (incorporated by reference, see Sec.
650.517).
(b) Routine Inspections. (1) Establish for each tunnel the NTIS
routine inspection date in a month and year (MM/YY) format. This date
should only be modified by the Program Manager in rare circumstances.
(2) Inspect each tunnel at regular 24-month intervals.
(3) For tunnels needing inspection more frequently than at 24-month
intervals, establish criteria to determine the level and frequency to
which these tunnels are inspected based on a risk analysis approach
that considers such factors as tunnel age, traffic characteristics,
geotechnical conditions, and known deficiencies.
(4) Certain tunnels may be inspected at regular intervals up to 48
months. This may be appropriate when past inspection findings and
analysis justifies the increased inspection interval. At a minimum, the
following criteria shall be used to determine the level and frequency
of inspection based on an assessed lower risk: Tunnel age, time from
last major rehabilitation, tunnel complexity, traffic characteristics,
geotechnical conditions, functional systems, and known deficiencies. A
written request that
[[Page 46139]]
justifies a regular routine inspection interval between 24 and 48
months shall be submitted to FHWA for review and comment prior to the
extended interval being implemented.
(5) Inspect each tunnel in accordance with the established
interval. The acceptable tolerance for inspection interval is within 2
months before or after the inspection date established in Sec.
650.511(b)(1) in order to maintain that date. The actual month and year
of the inspection are to be reported in the tunnel inventory.
(c) Damage, in-depth, and special inspections. The Program Manager
shall establish criteria to determine the level and frequency of
damage, in-depth, and special inspections. Damage, in-depth, and
special inspections may use non-destructive testing or other methods
not used during routine inspections at an interval established by the
Program Manager. In-depth inspections should be scheduled for complex
tunnels and for certain structural elements and functional systems when
necessary to fully ascertain the condition of the element or system.
Sec. 650.513 Inspection procedures.
Each State DOT, Federal agency, or tribal government tunnel
inspection organization, to carry out its inspection responsibilities,
must perform or cause to be performed the following:
(a) Inspect tunnel structural elements and functional systems in
accordance with the inspection guidance provided in the Tunnel
Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual
(incorporated by reference, see Sec. 650.517).
(b) Provide at least one Team Leader, who meets the minimum
qualifications stated in Sec. 650.509, at the tunnel at all times
during each initial, routine, and in-depth inspection. The State DOT,
Federal agency or tribal government national certified tunnel inspector
identification for each Team Leader that is wholly or partly
responsible for a tunnel inspection must be reported to the tunnel
inventory.
(c) Prepare and document tunnel-specific inspection procedures for
each tunnel inspected and inventoried, taking into account the design
assumptions, commensurate with tunnel complexity, identifying tunnel
structural elements and functional systems to be inspected, methods of
inspection, frequency of inspection for each method, and inspection
equipment, access equipment and traffic coordination needed.
(d) Establish requirements for functional system testing, direct
observation of critical system checks, and testing documentation.
(e) For complex tunnels, identify specialized inspection
procedures, and additional inspector training and experience required
to inspect complex tunnels. Inspect complex tunnels according to the
specialized inspection procedures.
(f) Conduct tunnel inspections with qualified staff not associated
with the operation or maintenance of the tunnel structure or functional
systems.
(g) Rate each tunnel as to its safe vehicular load-carrying
capacity in accordance with the AASHTO Manual for Bridge Evaluation
(2011 edition). A load rating evaluation shall be conducted as soon as
practical but not later than 1 month after the completion of the
inspection. Post or restrict the highways in or over the tunnel in
accordance with this same manual, or in accordance with State law when
the maximum unrestricted legal loads or State routine permit loads
exceed that allowed under the operating rating or equivalent rating
factor. Postings shall be made as soon as possible but not later than
48 hours after a valid load rating determines their need. At-grade
roadways in tunnels are exempt from load rating. Load rating
calculations or input files with a summary of results are to be
maintained as a part of the tunnel record.
(h) Prepare tunnel inspection documentation as described in the
Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see Sec. 650.517), and maintain
written reports on the results of tunnel inspections together with
notations of any action taken to address the findings of such
inspections. Maintain relevant maintenance and inspection data to allow
assessment of current tunnel condition. At a minimum, information
collected must include data regarding basic tunnel information (e.g.,
tunnel location, posted speed, inspection reports, repair
recommendations, and repair and rehabilitation work completed), tunnel
and roadway geometrics, interior tunnel structural features, portal
structure features, and tunnel systems information. Tunnel data
collected must also include diagrams, photos, condition of each
structural and functional system component, and notations of any action
taken to address the findings of such inspections as well as the
national tunnel inspector certification registry identification for
each Team Leader responsible in whole or in part for the inspection.
(i) Ensure that systematic quality control and quality assurance
procedures are used to maintain a high degree of accuracy and
consistency in the inspection program. Include periodic field review of
inspection teams, data quality checks, and independent review of
inspection reports and computations.
(j) Establish a Statewide, Federal agency-wide, or tribal
government-wide procedure to ensure that critical findings are
addressed in a timely manner. Notify FHWA within 24 hours of any
critical finding and the activities taken, underway, or planned to
resolve or monitor the critical finding. Update FHWA regularly or as
requested on the status of each critical finding until it is resolved.
Annually provide a written report to FHWA with a summary of the current
status of the resolutions for each critical finding identified within
that year or unresolved from a previous year.
(k) Provide information annually or as required in cooperation with
any FHWA review of State DOT, Federal agency, or tribal government
compliance with the NTIS. FHWA will annually assess State DOT
compliance using statistically based assessments and well-defined
measures based on the requirements of this subpart.
Sec. 650.515 Inventory.
(a) Preliminary inventory. Each State, Federal agency, or tribal
government must collect and submit the inventory data and information
described in FHWA-approved recording and coding guidance for all
tunnels subject to the NTIS within 120 days of the effective date of
this subpart.
(b) National Tunnel Inventory. Each State, Federal agency, or
tribal government must prepare, maintain, and make available to FHWA
upon request, an inventory of all highway tunnels subject to the NTIS
that includes the preliminary inventory information submitted in
paragraph (a) of this section, that reflects the findings of the most
recent tunnel inspection conducted, and is consistent and coordinated
with the requirements of any FHWA-approved recording and coding
guidance.
(c) Data entry for inspections. For all inspections, enter the
appropriate tunnel inspection data into the State DOT, Federal agency,
or tribal government inventory within 3 months from the completion of
the inspection.
(d) Data entry for tunnel modifications and new tunnels. For
modifications to existing tunnels that alter previously recorded data
and for new tunnels, enter the appropriate data into the State DOT,
Federal agency, or
[[Page 46140]]
tribal government inventory within 3 months after the completion of the
work.
(e) Data entry for tunnel load restriction and closure changes. For
changes in traffic load restriction or closure status, enter the data
into the State DOT, Federal agency, or tribal government inventory
within 3 months after the change in status of the tunnel.
Sec. 650.517 Incorporation by reference.
(a) Certain material is incorporated by reference into this part
with the approval of the Director of the Federal Register under 5
U.S.C. 552(a) and 1 CFR part 51. To enforce any edition other than that
specified in this section, the FHWA must publish notice of change in
the Federal Register and the material must be available to the public.
All approved material is available for inspection at 1200 New Jersey
Avenue SE., Washington, DC 20590. For questions regarding the
availability of this material at the FHWA, call Ms. Jennifer Outhouse,
Office of the Chief Counsel, HCC-10, (202) 366-0761. This material is
also available for inspection at the National Archives and Records
Administration (NARA). For information on the availability of this
material at NARA, call (202) 741-6030 or go to https://www.archives.gov/federal_register/code_of_ federal_regulations/ibr_locations.html.
(b) A hard copy of the following incorporated material is available
for inspection at the Office of Asset Management, Federal Highway
Administration, U.S. Department of Transportation, 1200 New Jersey
Avenue SE., Washington, DC 20590.
(1) ``Tunnel Operations, Maintenance, Inspection and Evaluation
(TOMIE) Manual,'' 2013 edition, U.S. Department of Transportation,
FHWA-IF-13-XXX, available in electronic format at https://www.fhwa.dot.gov/bridge/tunnel/management/. In the event there is a
conflict between the standards in this subpart and any of these
materials, the standards in this subpart will apply.
(2) [Reserved]
(c) [Reserved]
Sec. 650.519 Additional materials.
The FHWA recommends the States consult the following materials when
establishing their tunnel inspection programs.
(a) The FHWA Technical Manual for Design and Construction of Road
Tunnels--Civil Elements, December 2009, Publication No. FHWA-NHI-10-
034. This manual is available from FHWA at the following URL: https://www.fhwa.dot.gov/bridge/tunnel/pubs/nhi09010/index.cfm.
(b) The AASHTO Technical Manual for Design and Construction of Road
Tunnels--Civil Elements, First Edition. The manual is available for
purchase from the American Association of State Highway and
Transportation Officials, Suite 249, 444 North Capitol Street NW.,
Washington, DC 20001, (202) 624-5800. The manual may also be ordered
via the AASHTO bookstore located at the following URL: https://www.transportation.org.
(c) The NFPA 502: Standard for Road Tunnels, Bridges, and Other
Limited Access Highways (2011 edition). The manual is available for
purchase from the National Fire Protection Association, 1 Batterymarch
Park, PO Box 9101, Quincy, MA 02269-9101, call toll-free: 1-800-344-
3555. The manual may also be ordered via NFPA online catalog located at
the following URL: https://catalog.nfpa.org.
[FR Doc. 2013-17875 Filed 7-29-13; 8:45 am]
BILLING CODE 4910-22-P